desain bangunan 2 lantai polsek

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DESAIN

STRUKTUR DAN PONDASI( DENGAN SNI GEMPA 2012 Dan Bantuan Program StaadPro dan AFES )

PROYEK PEMBANGUNAN GEDUNG KANTOR

POLSEK

SUNDA KELAPA

Disusun oleh:

DAPI SYAMSUDIN, ST



DPE ( DESAIN PRIVATE ENGINEERING )

Bagi anda yang berkecimpung dalam dunia Teknik Sipil/ Civil Engineeringbaik Mahasiswa lulusan D3 atau S1, yang berdomisili dijakarta dandikarawang yang ingin untuk belajar ( Private ) Software Teknik Sipil :

1. STAADPro 2007 ( Desain Struktur Beton atau Struktur Baja )

2. AFES 3.0 ( Desain Fondasi Dangkal atau Fondasi Dalam )

Untuk pelatihan ( Private ) Desain struktur civil dengan biaya training Rp3.000.000,- total session 18 jam ( 3jamx6 pertemuan ).

Lokasi di jakarata barat : Perumahan Taman kencana blok A1 No 20 r/rw 02/012 kelurahan tegal alur kota jakarta Barat

untuk waktu pelatihan Hari Sabtu dan Minggu dan waktu bisaditentukan kemudian.

Laptop di sediakan ( TERSEDIA 4 ORANG/ lebih). BISA BAWA LAPTOP Nanti Untuk sofware STAADPro2007 dan AFE

3.0 yang belum ada bisa langsung di install.

Bisa hubungi langsung DAPI - 085878353335.



DESAIN PRIVATE STRUKTUR STAADPro 2007

DALAM SETIAP PERTEMUAN AKAN

DIBERIKAN PEMODELAN/ STRUKTUR YANG

BERBEDA DARI DESAIN STRUKTUR BAJA

DAN STRUKTUR BETON MULAI DARIPABRIK, MAIN HOUSE, SAMPAI DESAIN

BANGUNAN 7 LANTAI.

DIBERIKAN SOFT COPY MATERI

PERHITUNGAN PEMBEBANAN ( BEBAN

MATI, BEBAN HIDUP, BEBAN ANGIN DAN

BEBAN GEMPA ), (MS Excel).

DIBERIKAN SOFT COPY MATERI BEBAN

GEMPA 2002 DAN 2012 (MS Excel).

DIBERIKAN SOFT COPY MATERI

PERHITUNGAN GEMPA STATIS DAN GEMPA

DINAMIS (MS Excel).

DESAIN STAADPRO SANGAT MUDAH DAN

CEPAT DALAM MENDESAIN STRUKTUR.



Diberikan soft copy materiperhitungan daya dukung tanahuntuk pondasi dangkal (MS Excel).

Diberikan soft copy materiperhitungan daya dukung tiangpancang (MS Excel).

Diberikan soft copy materiaplikasi penggunaan AFES 3.0untuk desain Pondasi Dangkal.

Diberikan soft copy materi

aplikasi penggunaan AFES 3.0untuk desain Pondasi TiangPancang.

Diberikan materi desain pondasiTanki 500m3.

DESAIN PONDASI AFES 3.0



Penjelasan Ringkas

Saya berpengalaman di bidang desain konstruksibangunan sipil, dan juga menerima layanan konsultasiproyek pembangunan konstruksi sipil. Baik desain

rumah , Apartemen, Hotel, kantor , bangunan tingkattinggi, Bangunan Power plan dll, dan sayaberkomitmen dan bertanggung jawab atas proyek-proyek yang saya desain

Nama : Dapi Syamsudin, STAlamat : Jakarta

Alamat Email : [email protected] No Hp : 082226288077/085878353335Keahlian : Senior Design Structure EnginePin BB : 75a1f324

mailto:[email protected]

mailto:[email protected]



Desain Boiler 40 tp

Kami berpengalaman dalambidang Desain –desain bangunan

PLTU tahan gempa TerutamaBoiler,



Berpengalaman mendesain powerhouse tahan gempa. Dari PLTU 2x3MW s/d PLTU 2x30 MW



DESAIN PLTU TAHAN GEMPA

Apabila anda membutuhkan jasa desain kami, baik itu desainPLTU atau bangunan-bangunan sipil lainnya, maka silahkanhubungi kami, by email atau by Phone,

Konsep desain kami sesuain dengan peraturan SNI yangberlaku



Lingkup pekerjaan DesainStruktur

Lingkup Pekerjaan diantaranya :1. Jasa Desain Struktur Atas baik struktur baja ataustruktur beton, dengan bantuan program STAADPro,ETABS v9.04, SAP 20002. Jasa Desain Struktur Bawah (Pondasi), dengan bantuanprogram AFES 3.0

3. Pembuatan Gambar struktur Atas dan Gambar strukturbawah ( Pondasi ) dengan bantuan program Autocad2010 ( apabila dibutuhkan penggambaran kembali )4. Design Calculation



Lingkup kerja:

-Desain struktur menggunakan sofware staadpr

2007, SAP 2000 atau ETAB - Perhitungan Gempa 2012

- Perhitungan Plat Lantai dan Plat Atap

- Perhitungan Balok induk dan Balok Anak

- Perhitungan Kolom

- Perhitungan Hubungan Balok & kolom

- Perhitungan Sloop

Desain Struktur Beton BertulanTahan Gempa



Desain Ruko 3 lt struktur bajatahan gempa

Lingkup kerja:

- Desain denganSofware ETAB

- Perhitungan Gemp2012

- Perhitungan Lantai

- Perhitungan Balok

- Perhitungan kolom

- Perhitungankekuatan Baut

- Perhitungan Angku

- Perhitungan Sloop



Desain Gudang & WareHousetahan gempa

Lingkup Kerja :- Desain menggunakan Sofware

Staadpro- Perhitungan Gempa 2012- Perhitungan Balok

- Perhitungan kolom- Perhitungan Joint conection

- Perhitungan Angkur- Perhitungan lantai- Perhitungan sloop



Lingkup kerja:

- Desain dengan

Sofware ETAB - Perhitungan

Gempa 2012

- Perhitungan Lantai

- Perhitungan Balok

- Perhitungan kolom

- Perhitungankekuatan Baut

- PerhitunganAngkur

- Perhitungan Sloop

Desain Hotel 6 lt sturuktur Bajatahan gempa



Saya menawarkan diri sebagai team jika perusahaan

bapak/ibu pimpinan membutuhkan atau kekuranganteam engineer civil, saya siap membantu mengerjakandesain sipil, untuk masalah harga desain sayatawarkan dengan harga yang terbaik

Freelance



dokumentasi



DESAIN PERENCANAAN KANTOR POLSEK REV 0

BAB I

PERENCANAAN DIMENSI BALOK, KOLOM DAN SLOOP( SNI 02 2847 2002 TABEL 8 )

1.1 ESTIMASI UKURAN BALOK

1.2 Balok Induk R2

Balok induk menahan beban gravitasi dan beban gempa.

h =

16

1

ds

10

1 L,

h b = ½ h

b

Balok B1= B2 → L = 6 m = 6000 mm

Diambil h = L16

1

= 600016

1 = 375 mm 400 mm

b = 4002

1 = 200 mm

Gambar I. Penggambaran R2 untuk balok Induk




1.3 Balok Anak R3

Balok anak hanya menahan beban gravitasi. Tinggi (h) balok anak

400 mm.

h =

21

1 L,

h b = ½ h

b

Balok B4 → L = 6m = 6000 mm

Diambil h = L21

1

= 600021

1 = 285mm 300 mm

b = 3002

1 = 150 mm 200 mm

Gambar 2. Penggambaran R3 untuk balok Anak




1. 4 Ring Balok R5

Balok anak menahan beban gravitasi dan gempa.

h =

21

1 L,

h b = ½ h

b

Balok B4 → L = 6m = 6000 mm

Diambil h = L21

1

= 600021

1 = 285mm 300 mm

b = 3002

1 = 150 mm 150 mm

Gambar 3. Penggambaran R5 untuk Ring Balok




1.5 ESTIMASI UKURAN KOLOM

Maka B kolom = 300 mm dan H kolom = 300 mm

Gambar III. Penggambaran R1 untuk Kolom

Gambar 4. Penggambaran R1 untuk kolom 300x300




1.6 ESTIMASI UKURAN SLOOP

Maka h Sloop = 400 mm dan b Sloop = 200 mm

Gambar 5. Penggambaran R6 untuk kolom 400x200




BAB II

PEMBEBANAN( PPIUG 1983 )

2.0 PEMBEBANAN PADA STRUKTUR

Beban-beban pada desain struktur baja dapat terdiri dari Beban

mati. Beban hidip. Beban angin dan beban gempa. Beban beban yang

direncanakan akan bekerja dalam struktur bangunan tergantung dari

fungsi ruang, lokasi, bentuk dari ketinggian struktur itu sendiri.

Jenis beban yang dipakai pada perhitungan struktur beton adalah

Beban mati ( DL ), Beban Hidup ( LL ), dan Beban Gempa ( E )

2.1 Beban mati ( DL ) untuk Atap baja Ringan

Beban mati adalah beban yang berasal dari material yang

digunakan pada struktur dan beban mati tambahan yang bekerja pada

struktur.

Jarak kuda-kuda ( L ) = 6 m

Berat purlin C 150x65x20x2.3 (bp ) = 5,5 kg/m’

Berat atap ( bz ) = 10 kg/m2

Jarak antar purlin ( L’ ) = 1,2 m

Asumsi Beban Mati Atap = 87.5 kg/m




Gambar 6. Beban mati atap baja ringan2.2 Beban Hidup ( LL )

Beban hidup adalah beban yang ditimbulkan oleh penggunaan

gedung, termasuk kejut, tetapi tidak termasuk beban lingkungan seperti

angin, hujan dan lain-lain.

PPIUG 1983 Halaman 13 “ Beban hidup pada atap atau bagain

atap yang tidak dapat dicapai dan dibebani oleh orang. Tidak perlu diambil

lebih besar dari 20 kg/m2, tetapi apabila beban hidup pada atap atau

bagian atap yang dapat dicapai dan di bebani oleh orang maka harus di

ambil minimum sebesar 100 kg/m2 bidang datar.

Beban hidup pada atap ( H ) : 20 kg/m2

Jarak kuda-kuda ( L ) : 6 m

Beban hidup sisi tepi adalah ( H x L ) = 120 kg/m

Gambar 7. Beban Hidup atap baja ringan




2.3 Beban Mati Lantai

Beban Mati adalah beban yang berasal dari material yang digunakan

pada struktur dan beban mati tambahan yang bekerja pada struktur. Pada

perhitungan struktur menggunakan bantuan program sofware ETABS,

Berat mati dari material dihitung secara otomatis berdasarkan input data

material dan dimensi material yang digunakan.

PPIUG 1983 tabel 2.1” berat Material bangunan tergantung dari jenis

bahan bangunan yang dipakai. Contoh berat sendiri bahan bangunan

yang tertera dalam tabel.

1. Baja = 7850 kg/m3

2. Batu alam = 2600 kg/m3

3. Beton bertulang = 2400 kg/m3

4. Pasangan bata merah = 1700 kg/m3

- Beton = 0,12 x 24 = 2,88 kN/m²

- Pasir Urug (3cm )=0,03x18 = 0,54 kN/m²

- Ubin Keramik ( 1cm )=1x0,24 = 0,24 kN/m²

- Spasi Penutup Lantai( 2cm )=2x0,21= 0,42 kN/m²

- Plafond an Penggantung = 0,18 kN/m² +

qd = 4,26 kN/m²

Gambar 8. Beban Mati Plat Lantai




2.4 Beban Tembok

Tinggi tembok = 3.5

q Tembok adalah = 2,5 x Tinggi tembok = 2,5 x 3,5 = 8,75 kN/m

Gambar 9. Beban mati untuk tembok




2.5 Beban Hidup

Didalam peraturan pembebanan telah ditetapkan bahwa fungsi suatu

Ruangan didalam gedung akan membuat beban berbeda.

ql hidup = 2,5 kN/m2 ( Kantor )

Gambar 10. Beban Hidup untuk kantor



REDESAIN PERENCANAAN KANTOR POLSEK REV 0

BAB III

PERHITUNGAN GEMPA

( SNI GEMPA 1726: 2012 )

3. PENDAHULUAN

Indonesia termasuk dalam wilayah yang sangat rawan bencana

gempa bumi seperti halnya Jepang dan California karena posisi

geografisnya menempati zona tektonik yang sangat aktif. Hal ini

dikarenakan tiga lempeng besar dunia dan sembilan lempeng kecil lainnyasaling bertemu di wilayah Indonesia serta membentuk jalur-jalur

pertemuan lempeng yang kompleks. Keberadaan interaksi antar lempeng-

lempeng ini menempatkan wilayah Indonesia sebagai wilayah yang

sangat rawan terhadap gempa bumi. Tingginya aktivitas kegempaan ini

terlihat dari hasil rekaman dan catatan sejarah dalam rentang waktu 1900-

2009 terdapat lebih dari 50.000 kejadian gempa dengan magnituda M ≥

5.0 dan setelah dihilangkan gempa ikutannya terdapat lebih dari 14.000

gempa utama (main shocks). Dalam mengantisipasi bahaya gempa,

pemerintah Indonesia telah mempunyai standar peraturan perencanaan

ketahanan gempa untuk stuktur bangunan gedung yaitu SNI-03-1726-

2002. Sejak diterbitkannya peraturan ini, tercatat beberapa gempa besar

dalam 6 tahun terakhir, seperti gempa Aceh disertai tsunami tahun 2004

(Mw = 9,2), Gempa Nias tahun 2005 (Mw = 8,7), gempa Yogya tahun

2006 (Mw = 6,3), dan terakhir gempa Padang tahun 2009 (Mw = 7,6).

Gempa-gempa tersebut telah menyebabkan ribuan korban jiwa,

keruntuhan dan kerusakan ribuan infrastruktur, serta dana trilyunan rupiah

untuk rehabilitasi dan rekonstruksi. Pencegahan kerusakan akibat gerakan

tanah dapat dilakukan melalui proses perencanaan dan konstruksi yang

baik dan dengan memperhitungkan suatu tingkat beban gempa rencana.

Sehingga dalam perencanaan infrastruktur tahan gempa perlu diketahui

beban gempa rencana yang dapat diperoleh berdasarkan peta hazard

gempa Indonesia.




Indonesia pertama kali mempunyai peta hazard gempa pada tahun

1983, yaitu dalam Peraturan Perencanaan Tahan Gempa Indonesia untuk

Gedung (PPTI-UG 1983). Peta gempa ini membagi Indonesia menjadi

enam zona gempa. PPTI-UG 1983 diperbaharui pada tahun 2002 dengan

keluarnya Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan

Gedung SNI 03-1726-2002. Peraturan pengganti ini disusun dengan

mengacu pada UBC 1997. Peta gempa yang ada dalam SNI 2002

tersebut berupa peta percepatan puncak atau Peak Ground acceleration

(PGA) di batuan dasar (SB) untuk probabilitas terlampaui 10% dalam

masa layan bangunan 50 tahun atau bersesuaian dengan perioda ulang

gempa 500 tahun. Standar perencanaan umumnya selalu diperbarui guna

mengakomodir perkembangan iptek dan data-data kejadian gempa

terbaru. Dengan adanya kejadian gempa-gempa besar seperti gempa

Aceh tahun 2004 maka sudah selayaknya peta gempa yang ada perlu

direvisi. Dengan menggunakan pendekatan probabilitas, Tim telah

menghasilkan peta PGA dan spektra percepatan untuk perioda pendek

(0.2 detik) dan perioda 1.0 detik dengan kemungkinan terlampaui 10%

dalam 50 tahun, 10% dalam 100 tahun, dan 2% dalam 50 tahun atau yang

mewakili tiga level hazard (potensi bahaya) gempa yaitu 500, 1000 dan

2500 tahun. Hasil analisis dari masing-masing level hazard gempa ini

ditampilkan dalam bentuk kontur. Peta Gempa Indonesia 2010 ini

digunakan sebagai acuan dasar perencanaan dan perancangan

infrastruktur tahan gempa termasuk pengganti peta gempa yang ada di

Standard Peraturan Perencanaan Ketahanan Gempa Indonesia (SNI-03-

1726-2002).




3.1 Menentukan kategori Resiko Bangunan

Tabel 1 Spesifikasi kategori resiko bangunan terlampir.

Jenis PemanfaatanKaregoriResiko

FaktorKeutamaa

n (I)

Gedung dan struktur lainnya yang memilikiresiko

I 1.0rendah terhadap jiwa manusia pada saat terjadi

Kegagalan

Gedung dan struktur lain, kecuali yang termasuk

II 1.0

dalam kategori resiko I, II, dan IV, termasuk,tetapi tidak

dibatasi untuk:

- Perumahan

- Rumah Toko dan Rumah Kantor

- Gedung Perkantoran

Gedung dan struktur lainnya yang memilikiresiko

III 1.25rendah terhadap jiwa manusia pada saat terjadi

Kegagalan

Gedung dan struktur lainnya yang ditunjukansebagai IV 1.5

fasilitas penting

Untuk perencanaan desain gempa kategori resiko bangunan

menggunakan kategori resiko IV

Untuk factor keutamaan ( I ) digunakan = 1,5




3.2 Menentukan Nilai Ss dan S1

Untuk menentukan nilai Ss dan S1 itu dengan cara melihat peta

hazard gempa 2012 dengan meliputi peta percepatan puncak (PGA) dan

respon spektra percepatan di batuan dasar (SB) untuk perioda pendek 0.2

detik (Ss) dan untuk perioda 1.0 detik (S1) dengan redaman 5% mewakili

tiga level hazard gempa yaitu 500, 1000 dan 2500 tahun atau memiliki

kemungkinan terlampaui 10% dalam 50 tahun, 10% dalam 100 tahun, dan

2% dalam 50 tahun. Definisi batuan dasar SB adalah lapisan batuan di

bawah permukaan tanah yang memiliki memiliki kecepatan rambat

gelombang geser (Vs) mencapai 750 m/detik dan tidak ada lapisan batuan

lain di bawahnya yang memiliki nilai kecepatan rambat gelombang geser

yang kurang dari itu. Dengan demikian untuk suatu lokasi tinjauan, PGA,

SS, dan S1 di batuan dasar yang dibutuhkan untuk perencanaan dapat

diperoleh. Penjelasan untuk masing-masing peta dapat dilihat dalam

Tabel 2.

Tabel 2. Penjelasan peta hazard gempa 2012

No No Gambar Level Gempa1 Gambar 3 10 % dalam 50 tahun /

2 Gambar 4Gempa 500 tahun

3 Gambar 5

4 Gambar 6 10 % dalam 100 tahun /

5 Gambar 7Gempa 1000

6 Gambar 8

7 Gambar 9 2 % dalam 50 tahun/8 Gambar 10

Gempa 2500 tahun9 Gambar 11

Untuk desain perencanaan gempa pada struktur bangunan Kantor

menggunakan level gempa 500 tahun




3.3 Gambar Peta hazard Gempa 2012

menentukan nilai Ss untuk probabilitas 10 % dalam 50 tahun ( level

gempa 500 tahun )

Maka nilai Ss ( Parameter respon spektra percepatan pada periode

pendek) yaitu sebesar = 0.6 g




menentukan nilai S1 untuk probabilitas 10 % dalam 50 tahun ( level

gempa 500 tahun

Maka nilai S1 ( Parameter respon spektra percepatan pada periode

1 detik ) yaitu sebesar = 0.15 g

3.4 Menentukan kelas situs untuk desain seismic

Klasifikasi situs memberikan penjelasan menenai prosedur untuk

klasifikasi suatu situs untuk memberikan kriteria desain seismic berupa

factor-faktor amplifikasi pada bangunan. Dalam perumusan kriteria desain

seismic suatu bangunan dipermukaan tanah atau penentuan amplifikasi

besaran percepatan gempa puncak dari batuan dasar ke permukaan

tanah untuk suatu situs. Terlampir




Tabel 3 mengenai kelas situs desain seismic.

Kelas SitusSifat rata-rata pada 30 m Lapisan Atas

Vs(m/detik) N or Nch Su (kpa)

SA (batuan keras) > 1500 NA NA

SB (batuan) 750 < Vs ≤ 1500 NA NA

SC (tanah keras sangat padatdan batuan lunak) 350 < Vs ≤ 750 > 50 ≥ 100

SD (tanah sedang) 175 < Vs ≤ 350 15<Vs≤50 50<Vs≤100

SE (tanah lunak)

< 175 < 15 < 50 Atau setiap profil tanah yang mengandung lebih dari 3 mtanah dengan karakteristik sebagai berikut :

1. indeks plastisitas, PI > 20

2. Kadar air, w ≥ 40 persen, dan kuat

geser nir air Su < 25 kpa SF (tanah khusus, yangmembutuhkan investigasigeoteknik spesifik dan analisrespons spesifik situs)

Setiap profil lapisan tanah yang memiliki salah satu ataulebih dari karakteristik sebagai berikut :

- Rawan dan berpotensi gagal atau runtuh akibat bebangempa seperti mudah likufaksi, lempung sangat sensitif,

tanah tersedimentasi lemah.- Lempung sangat organik dan/atau gambut (ketebalanH>3m)

- Lempung berplastisitas sangat tinggi (ketebalan H>35m dengan indeks plastisitas PI>75)

- Lapisan lempung lunak/setengah keras dengan H>35m dengan Su<50 kpa

maka untuk kelas situs desain seismic menggunakan kelas situs

SE ( Tanah Lun ak )

3.5 Menentukan nilai Fa dan Fv

Menentukan nilai Fa

Untuk penentuan nilai koefisien Perioda pendek ( Fa ) itu dengan

cara pengambilan data Ss yang sudah ditentukan berdasarkan Peta

Hazard Gempa 2012 lalu diplotkan kedalam tabel Fa yang sudah

terlampir.




Nilai Ss yang telah ditentukan yaitu 0,6 maka nilai Fa nya yaitu

sebesar 1, 5 ( Interpolasi )

Tabel 4. Penentuan nilai Fa

Kelas Situs

Parameter Respon Spektra Percepatan PeriodaPendek, Fa

Ss ≤

0.25 Ss = 0.5 Ss = 0.75 Ss = 1Ss ≥

1.25

SA 0.8 0.8 0.8 0.8 0.8

SB 1 1 1 1 1

SC 1.2 1.2 1.1 1 1SD 1.6 1.4 1.2 1.1 1

SE 2.5 1.7 1.2 0.9 0.9

SF Situs yg membutuhkan investigasi geoteknik spesifikdan analisis respons spesifik situs

Menentukan nilai Fv

Untuk penentuan nilai koefisien Perioda 1 detik ( Fv ) itu dengan

cara pengambilan data S1 yang sudah ditentukan berdasarkan Peta

Hazard Gempa 2012 lalu diplotkan kedalam tabel Fa yang sudah

terlampir.

Nilai S1 yang telah ditentukan yaitu 0,15 maka nilai Fv nya yaitu

sebesar 3.5

Kelas Situs

Parameter Respon Spektra Percepatan Perioda

detik, FvS1 ≤ 0.1 S1 = 0.2 S1 = 0.3 S1 = 0.4 S1 ≥ 0.5

SA 0.8 0.8 0.8 0.8 0.8

SB 1 1 1 1 1

SC 1.7 1.6 1.5 1.4 1.3

SD 2.4 2 1.8 1.6 1.5

SE 3.5 3.2 2.8 2.4 2.4

SF Situs yg membutuhkan investigasi geoteknikspesifik dan analisis respons spesifik situs




3.6 Menentukan Nilai SDS dan SD1

Didalam pasal 6.3 SNI Gempa 2012 Parameter Percepatan spectral

desain untuk perioda pendek SDS dan SD1, harus ditentukan melalui

perumusan berikut ini :

SDS = 0.600

SD1 = 0.350

T0 = 0.117

Ts = 0.583




3.7 Membuat respon Spektra Desain

Dari rumusan diatas dari pasal 4.6 dapat dinyatakan dalam bentuk

kurva spectrum respon desain untuk wilayah Jakarta

T(s) A(g)

0.000 0.24

0.117 0.60

0.583 0.60

0.600 0.58

0.700 0.50

0.800 0.44

0.900 0.39

1.000 0.35

1.100 0.321.200 0.29

1.300 0.27

1.400 0.25

1.500 0.23

1.600 0.22

1.700 0.21

1.800 0.19

1.900 0.18

2.000 0.182.100 0.17

2.200 0.16

2.300 0.15

2.400 0.15

2.500 0.14

2.600 0.13

2.700 0.13

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70




3.8 Menentukan Kategori Desain Gempa ( KDG )

SNI Gempa 2012 Pasal 6.5 Kategori desain seismic yang mana

untuk menentukan kategori resiko yaitu dengan penyederhanaan yang

disesuaikan dengan kondisi Sds yang terlampir pada tabel

Nilai SDS Kategori Resiko

I atau II atau III IV

SDS<0.167 A A

0.167<SDS<0.33 B B

0.33<SDS<0.50 C C

0.50 ≤ SDS D D

Nilai SDS yang didapatkan sebesar 0,6 maka termasuk kategori

Resiko level D yang artinya ketegori resiko tingkat tinggi

Nilai SD1 Kategori Resiko

I atau II atau III IV

SD1<0.067 A A

0.067<SD1<0.133 B B

0.133<SD1<0.20 C C

0.20 ≤ SD1 D D

Nilai SD1 yang didapatkan sebesar 0,35 maka termasuk kategori

Resiko level D yang artinya ketegori resiko tingkat tinggi




3.9 Tingkat Resiko Kegempaan

KodeTingkat Resiko Kegempaan

Rendah Menengah Tinggi

SNI GEMPA 2012 :1726 A,B C D,E,F

3.10. Kesimpulan Ketegori Desain Seismik

Jenis Pemanfaatan Bangunan Gedung Fasilitas Penting

Kategori Resiko Bangunan IV

Faktor Keutamaan Gempa 1.5Ss 0.60

S1 0.15

Kelas Situs SD

Fa 1.5

Fv 3.5

SDS 0.600

SD1 0.350

KDS D

T(s) / T 0.583

A(g) / C 0.60




3.11. Kesimpulan gempa static equivalen

Node L/CForce-X

kgForce-Y

kgForce-Z

kg

Moment-X MTon-

m

Moment-Y MTon-

m

Moment-ZMTon-m

1 6 463.387 12668.595 604.362 -2.355 0.001 1.348

6 6 -462.413 12643.54 588.358 -2.38 0 -1.349

12 6 -302.086 16478.445 931.332 -3.274 0.001 -1.376

15 6 302.616 16466.067 929.673 -3.276 0 1.375

32 6 975.299 22478.122 -133.686 -0.155 0 2.238

37 6 -972.144 22648.035 -97.819 -0.121 0.003 -2.25

43 6 -615.73 30112.415 -158.675 -0.183 0 -2.406

46 6 631.185 30174.992 -148.945 -0.172 0.002 2.38

63 6 606.02 30326.045 395.025 -1.917 0.001 1.248

68 6 -945.73 21884.209 0.758 -0.008 0.001 -2.292

74 6 -570.484 29074.705 35.18 0.041 0 -2.47

77 6 620.372 29114.32 22.339 0.026 0.001 2.381

94 6 605.701 30327.76 -400.017 1.906 -0.001 1.249

99 6 -946.809 21861.178 -7.163 -0.018 0 -2.291

105 6 -570.19 29105.473 -26.362 -0.03 -0.001 -2.47

108 6 621.75 29174.016 -6.208 -0.006 0 2.379

125 6 959.45 22528.123 128.509 0.145 -0.002 2.257130 6 -900.981 26871.654 -11.128 -0.024 0 -2.328

136 6 -605.45 30471.606 130.681 0.152 -0.004 -2.417

139 6 595.589 33494.917 32.255 0.04 -0.002 2.423

156 6 432.838 12665.596 -607.842 2.347 -0.003 1.399

161 6 -387.737 16225.783 -498.884 2.46 0.001 -1.415

167 6 -308.362 16276.167 -906.229 3.304 0.001 -1.353

170 6 244.056 20555.651 -794.941 3.428 0.001 1.459

219 6 264.887 8657.204 935.786 -1.866 -0.001 1.093

222 6 264.967 8657.681 -936.36 1.865 0.001 1.093

580942.3

R x-dir 8.5 C 0.60 Cd X-dir 0.071 V X-dir 41007

R z-dir 8.5 I 1.0 Cd Z-dir 0.071 V Z-dir 41007




3.12. Gempa Statik arah x dan Z

eForce-Y

kgWi Node Up Hi Wi * Hi

Wi * HiSx Sz

S Wi.hi

12668.6 12668.595 3 7 88680.165 0.022 3 FX 901.69 3 FZ 901.6

12643.54 12643.54 4 7 88504.78 0.022 4 FX 899.9 4 FZ 899.

16478.45 16478.445 11 7 115349.12 0.029 11 FX 1172.85 11 FZ 1172

16466.07 16466.067 13 7 115262.47 0.029 13 FX 1171.97 13 FZ 1171

22478.12 22478.122 34 7 157346.85 0.039 34 FX 1599.87 34 FZ 1599

22648.04 22648.035 35 7 158536.25 0.039 35 FX 1611.97 35 FZ 1611

30112.42 30112.415 42 7 210786.91 0.052 42 FX 2143.24 42 FZ 2143

30174.99 30174.992 44 7 211224.94 0.052 44 FX 2147.69 44 FZ 214730326.05 30326.045 65 7 212282.32 0.053 65 FX 2158.45 65 FZ 2158

21884.21 21884.209 66 7 153189.46 0.038 66 FX 1557.6 66 FZ 1557

29074.71 29074.705 75 7 203522.94 0.050 75 FX 2069.38 75 FZ 2069

29114.32 29114.32 75 7 203800.24 0.051 75 FX 2072.2 75 FZ 2072

30327.76 30327.76 96 7 212294.32 0.053 96 FX 2158.57 96 FZ 2158

21861.18 21861.178 97 7 153028.25 0.038 97 FX 1555.96 97 FZ 1555

5 29105.47 29105.473 104 7 203738.31 0.051 104 FX 2071.57 104 FZ 2071

8 29174.02 29174.016 106 7 204218.11 0.051 106 FX 2076.45 106 FZ 2076

5 22528.12 22528.123 127 7 157696.86 0.039 127 FX 1603.43 127 FZ 1603

0 26871.65 26871.654 128 7 188101.58 0.047 128 FX 1912.58 128 FZ 1912

6 30471.61 30471.606 135 7 213301.24 0.053 135 FX 2168.81 135 FZ 2168

9 33494.92 33494.917 137 7 200969.5 0.050 137 FX 2043.42 137 FZ 2043

6 12665.6 12665.596 158 7 88659.172 0.022 158 FX 901.47 158 FZ 901

16225.78 16225.783 159 7 113580.48 0.028 159 FX 1154.87 159 FZ 1154

7 16276.17 16276.167 166 7 113933.17 0.028 166 FX 1158.45 166 FZ 1158

0 20555.65 20555.651 168 7 143889.56 0.036 168 FX 1463.04 168 FZ 1463

9 8657.204 8657.204 220 7 60600.428 0.015 220 FX 616.18 220 FZ 616

2 8657.681 8657.681 223 7 60603.767 0.015 223 FX 616.21 223 FZ 616

4033101.2



REDESAIN BALOK REV 0

IV .DESAIN BALOK

4.0 DESAIN BALOK INDUK 400x200

Perhitungan tulangan dilakukan otomatis dari StaadPro.

Program Staad Pro menghitung otomatis jumlah tulangan yang

dibutuhkan dalam desain Balok

Maka untuk balok induk jumlah tulangannya seperti




4.1 DESAIN BALOK ANAK 300x200

Perhitungan tulangan dilakukan otomatis dari StaadPro.Program Staad Pro menghitung otomatis jumlah tulangan yang

dibutuhkan dalam desain Balok




4.2 DESAIN BALOK SLOOP 400x200


dibutuhkan dalam desain Balok Sloop

Maka untuk balok sloop jumlah tulangannya seperti




4.3 DESAIN RING BALOK 300X150


dibutuhkan dalam desain Ring balok




4.4 Kontrol Persyaratan Balok Pada SRPMK

Berdasarkan SNI Beton 03-2847-2002 Pasal 23.3 Komponen

struktur Lentur harus memenuhi persyaratan sebagai berikut :

a. Gaya aksia l terfaktor pada balok dibatasi maksim um

0,1xAgxfc’

Cek : 0,1 x Ag x fc’ = 0,1 x 200 x 400 x 25 Mpa = 200 kN

Dari perhitungan Staadpro gaya aksial yang terjadi adalah 36,99 kN

( terlampir )

Jadi 36,99 kN < 200 kN………………………………………….AMAN

Terlampir perhitungan Staadpro

Beam L/C Node Axial

Force kgShear-Y

kgShear-Z

kgTorsionMTon-m

Moment-Y MTon-

mMoment-ZMTon-m

474 5 159 3699.309 4463.293 5.507 1.369 0.007 -4.193

473 5 227 3692.961 167.112 18.339 -0.002 0.016 2.729

240 5 226 3687.497 -4140.485 0.307 -1.41 0.002 2.501

474 7 159 2572.982 4296.278 4.232 1.232 0.005 -4.726240 7 226 2572.581 -3168.43 -41.348 -1.254 -0.024 2.423

473 7 227 2571.422 569.481 13.011 0.001 0.003 1.949

191 5 224 2286.757 -4015.462 26.461 1.395 0.006 2.454

471 5 225 2281.293 287.743 8.429 0 0.004 2.499

472 5 128 2274.945 4602.487 21.261 -1.427 0.02 -4.658

474 6 159 2146.152 2899.959 3.348 0.823 0.005 -2.733

473 6 227 2141.93 149.695 13.055 -0.001 0.011 1.718

240 6 226 2138.294 -2608.004 -1.061 -0.849 0 1.591

93 7 75 2111.091 -105.713 76.896 0.096 -0.222 -0.6790 7 75 2100.006 1858.505 307.606 0.086 0.353 -1.662

142 7 106 2001.345 -109.959 37.439 0.08 -0.089 -0.685

44 7 44 1825.722 -51.545 23.648 0.071 -0.06 -0.545

463 5 220 1809.209 4362.817 0.205 0 0 4.42

339 7 65 1581.383 215.132 6.33 0 -0.011 -0.071

463 7 220 1543.541 3635.281 17.045 0 -0.051 3.48

281 7 3 1509.237 172.688 5.903 -0.025 -0.017 -0.276

284 5 13 1461.553 130.279 0.216 0.001 0.004 0.05

470 7 137 1456.921 1268.584 -9.887 0.008 0.042 0.614

341 5 128 1447.583 1674.691 5.423 -0.03 -0.017 1.558




93 5 75 1422.449 280.859 0.586 0.001 -0.001 0.25

142 5 106 1401.652 283.007 -2.791 0.003 0.006 0.254

337 7 127 1334.875 225.163 3.476 0.028 -0.021 -0.079

183 5 127 1315.45 410.801 -13.471 -0.01 0.025 0.58

191 6 224 1299.32 -2535.285 19.462 0.828 0.005 1.556

471 6 225 1295.685 216.032 5.346 -0.001 0.003 1.583

472 6 128 1291.462 2974.872 15.053 -0.851 0.014 -2.995

338 7 96 1286.476 201.512 -0.138 -0.015 0.001 -0.226

471 7 225 1254.9 598.347 -4.185 -0.01 -0.004 1.804

191 7 224 1253.741 -3074.553 50.174 1.049 0.001 2.315

470 5 137 1253.589 1606.129 1.302 0.004 0.001 1.363

472 7 128 1253.34 4282.476 4.593 -1.114 -0.001 -4.856188 5 135 1238.123 -355.802 89.259 -0.145 -0.083 -0.281

44 5 44 1218.752 251.716 -11.628 -0.011 0.031 0.181

36 5 34 1205.372 397.964 12.852 0.013 -0.031 0.547

340 7 34 1205.351 231.106 16.554 0.016 -0.051 -0.135

463 6 220 1134.288 2756.835 0.125 0 0 2.772

237 5 166 1119.838 -470.159 -43.367 0.16 0.046 -0.373

284 7 13 1039.546 1651.914 -6.644 -0.002 -0.003 -1.489

341 6 128 1026.843 1200.261 3.334 -0.017 -0.011 1.128

339 5 65 1026.728 388.187 0.022 0 -0.003 0.461

188 7 135 1017.397 -1818.221 235.611 -0.042 -0.226 -1.773

85 5 65 1013.956 373.876 0.148 -0.013 -0.002 0.464

134 5 96 1012.919 374.369 0.944 0.013 0 0.465

398 5 160 1006.609 6245.832 21.41 0.921 0.028 -4.745

383 5 160 1003.961 6908.385 -16.566 -0.744 -0.029 -5.997

325 5 208 990.106 -1975.765 1.29 -0.717 0.001 5.113

363 5 193 980.656 -2241.207 -9.594 0.458 -0.011 5.985

183 6 127 976.527 325.019 -9.732 -0.008 0.018 0.424

93 6 75 965.556 241.202 0.714 0.001 -0.002 0.21

142 6 106 952.95 242.542 -2.036 0.002 0.005 0.21344 6 44 922.298 224.29 -8.763 -0.009 0.023 0.172

36 6 34 913.722 316.822 9.616 0.011 -0.023 0.403

41 5 44 908.682 124.199 1.798 0 -0.007 0.063

470 6 137 851.338 1152.56 0.593 0.003 0.002 0.988

283 7 13 842.363 -23.542 3.221 -0.005 -0.008 -0.529

284 6 13 830.635 108.076 0.093 0 0.003 0.022

281 5 3 818.924 360.718 -0.4 -0.022 -0.002 0.306

282 5 4 813.482 366.073 0.85 0.022 0.002 0.313

237 6 166 798.943 -267.743 -30.393 0.109 0.032 -0.222




337 5 127 795.527 415.797 1.46 0.023 -0.008 0.471

363 7 193 791.802 -1615.25 4.655 0.574 0.007 5.393

383 7 160 785.756 6786.363 1.186 -0.806 0.003 -6.69

41 7 44 775.089 1579.116 5.809 -0.001 0.046 -1.404

188 6 135 769.344 -193.839 65.023 -0.094 -0.061 -0.17

379 5 169 767.1 9357.777 -14.664 0.255 -0.025 -8.159

359 5 189 765.87 -3410.609 -12.533 -0.089 -0.019 8.465

139 5 106 757.901 17.817 2.943 -0.001 0.003 0.179

90 5 75 746.08 21.623 -2.358 0.002 -0.004 0.175

339 6 65 733.566 323.742 0.008 0 -0.002 0.368

85 6 65 700.413 303.346 -0.15 -0.009 -0.001 0.353

134 6 96 699.883 303.646 0.841 0.009 -0.001 0.354379 7 169 694.095 8795.927 0.057 0.06 0 -8.48

237 7 166 692.086 -2020.162 -58.386 0.181 0.059 -1.951

359 7 189 683.37 -2545.83 10.455 0.08 0.01 7.371

325 7 208 671.18 -582.343 -12.636 -0.708 -0.013 4.286

398 7 160 666.008 6949.052 2.508 0.864 0.002 -7.569

343 5 66 648.123 399.566 -0.032 0 0 0.409

344 5 35 639.972 374.67 -1.153 -0.003 0.001 0.333

96 5 64 637.188 10497.226 5.985 0.122 -0.009 9.071

145 5 95 635.827 10498.296 -0.76 -0.122 0.001 9.074

389 5 199 635.42 -4545.332 1.779 0.101 -0.002 -9.531

390 5 200 634.182 -4546.956 2.011 -0.104 -0.002 -9.534

281 6 3 619.491 316.93 -0.571 -0.012 -0.001 0.317

282 6 4 618.292 320.391 0.914 0.012 0 0.322

340 5 34 614.79 410.09 -5.312 0.004 0.019 0.395

337 6 127 604.391 330.728 1.156 0.013 -0.006 0.359

338 5 96 601.547 366.433 2.186 -0.005 -0.004 0.264

398 6 160 595.912 4533.573 12.079 0.567 0.016 -3.359

325 6 208 585.536 -1279.262 2.139 -0.439 0.003 3.58

383 6 160 580.089 5020.147 -9.587 -0.447 -0.017 -4.26342 5 97 577.419 267.207 4.32 -0.039 -0.011 0.179

41 6 44 569.187 104.808 1.083 0 -0.006 0.037

363 6 193 566.437 -1459.383 -5.906 0.268 -0.007 4.198

139 7 106 541.324 1862.542 3.146 -0.003 0.05 -1.682

341 7 128 528.06 1357.019 2.799 -0.016 -0.01 0.931

468 5 220 522.97 2046.521 1.341 0.163 -0.002 1.222

469 5 223 522.738 2046.741 -2.465 -0.163 0.004 1.222

343 6 66 508.305 331.39 -0.029 0 0 0.339

344 6 35 501.233 313.749 -0.518 -0.002 -0.001 0.282




232 7 166 500.959 751.688 -5.549 0.028 -0.019 -1.285

183 7 127 497.246 67.133 -36.973 -0.055 0.067 -0.337

340 6 34 483.005 335.139 -3.771 0.003 0.014 0.319

139 6 106 480.119 35.922 1.833 -0.001 0.001 0.107

338 6 96 474.585 312.508 1.659 -0.003 -0.003 0.251

90 6 75 472.018 38.319 -1.444 0.001 -0.002 0.104

375 7 185 463.986 -1734.573 -10.394 0.377 0.015 -7.561

342 6 97 462.369 247.387 2.856 -0.025 -0.008 0.192

369 5 179 439.101 -3383.172 1.6 -0.088 -0.001 -8.635

307 5 14 433.386 9309.296 -1.43 0.255 0.003 7.842

395 5 205 430.703 -3778.386 -4.098 0.009 0.004 -9.745

355 7 134 427.139 9598.626 -22.398 -0.233 0.041 10.679396 5 206 427.108 -3799.773 -8.416 -0.012 0.008 -9.774

379 6 169 425.055 6530.635 -10.311 0.145 -0.018 -5.597

313 5 76 424.85 10919.316 -7.287 -0.005 0.01 9.941

359 6 189 424.513 -2208.958 -8.338 -0.041 -0.013 5.757

306 5 10 423.069 9317.642 0.623 -0.259 -0.002 7.855

394 7 204 421.712 -4645.049 -50.514 -0.153 0.051 -8.632

317 5 107 420.962 10940.181 -12.225 0.001 0.017 9.963

368 5 178 419.35 -3377.794 -2.617 0.093 0.003 -8.647

314 5 72 418.085 2198.457 4.773 0.01 -0.003 4.607

318 5 103 415.318 2190.445 3.689 -0.015 -0.002 4.602

309 7 45 411.936 8875.437 -48.623 0.149 0.066 6.618

321 5 207 410.013 -5048.573 24.17 0.074 0.026 10.045

96 6 64 406.145 7202.202 4.548 0.073 -0.007 6.116

389 6 199 405.381 -2901.371 1.054 0.061 -0.001 -6.354

145 6 95 405.343 7203.027 -1.14 -0.073 0.002 6.118

390 6 200 404.581 -2902.727 1.509 -0.063 -0.002 -6.356

397 5 129 404.459 10147.296 11.11 -0.088 0.016 -7.826

36 7 34 398.532 74.933 -27.494 -0.067 0.077 -0.316

369 6 179 395.579 -2188.554 0.936 -0.041 0 -5.872307 6 14 393.799 6496.539 -1.612 0.146 0.003 5.379

326 5 169 390.888 1292.873 15.607 0.089 0.013 -2.295

306 6 10 388.365 6501.67 1.325 -0.149 -0.003 5.386

368 6 178 384.78 -2185.132 -1.439 0.044 0.001 -5.879

469 7 95 375.032 3682.897 39.708 0.153 0.094 -5.336

376 7 186 371.786 -2549.951 -30.652 0.178 0.038 -6.4

3 7 11 364.816 714.402 3.391 -0.014 0.008 -1.189

85 7 65 363.789 -43.982 7.085 -0.07 0.016 -0.651

368 7 178 359.678 -3370.479 39.608 0.209 -0.053 -7.788




356 7 103 355.066 8670.494 -13.5 -0.211 0.019 9.128

394 5 204 354.638 -4053.577 1.319 -0.082 0 -10.102

47 5 33 354.524 10073.717 1.077 0.083 0 7.585

309 5 45 352.704 11151.126 -3.499 0.039 0.004 10.147

388 5 198 350.663 -5062.088 0.959 -0.063 -0.002 -10.123

232 6 158 347.037 254.001 3.646 -0.012 -0.006 0.198

380 7 190 341.821 -2356.659 -16.31 0.058 0.017 -6.315

360 7 107 335.506 8657.855 -20.752 -0.076 0.04 9.124

468 7 64 334.016 3678.911 42.899 -0.128 0.107 -5.327

468 6 220 324.75 1292.257 0.87 0.104 -0.001 0.757

469 6 223 324.608 1292.379 -1.562 -0.104 0.003 0.757

306 7 10 321.52 8051.621 30.736 -0.348 -0.052 5.882313 7 76 321.44 8489.952 -11.141 0.114 0.01 6.047

378 7 188 319.962 -2283.744 56.731 0.229 -0.064 -6.241

317 7 107 316.617 8516.936 -8.845 0.108 0.017 6.074

375 5 185 314.799 -1620.651 8.435 0.283 -0.01 -8.51

375 6 185 313.448 -964.108 5.106 0.164 -0.006 -5.783

326 7 169 309.617 4931.262 25.148 0.108 0.021 -5.795

361 7 76 307.383 8608.596 16.717 -0.072 -0.026 8.911

355 6 134 301.217 7676.212 2.853 -0.057 -0.003 8.956

355 5 134 299.667 11007.554 5.402 -0.112 -0.006 12.99

396 7 206 297.866 -4608.858 2.344 -0.088 -0.009 -8.301

395 7 205 295.385 -4578.843 -43.821 -0.068 0.041 -8.267

243 7 202 293.762 -125.889 -11.679 -0.842 -0.011 5.051

380 5 190 289.157 -2416.368 2.933 -0.114 -0.006 -7.115

381 7 191 288.423 -2432.1 3.516 0.073 -0.008 -6.407

391 5 201 282.482 -5059.544 -8.798 0.079 0.008 -10.099

395 6 205 279.823 -2383.894 -2.519 0.006 0.003 -6.498

396 6 206 277.649 -2397.938 -5.035 -0.008 0.005 -6.517

194 5 126 277.46 10082.597 -1.346 -0.077 0.001 7.63

313 6 76 275.645 7506.733 -3.97 -0.003 0.006 6.749360 5 107 274.499 10027.661 7.064 0.113 -0.011 11.462

317 6 107 273.311 7520.787 -8.342 0.001 0.011 6.764

381 5 191 271.295 -2434.034 2.018 -0.108 -0.003 -7.278

380 6 190 270.31 -1528.163 2.554 -0.058 -0.005 -4.827

314 6 72 268.688 1623.108 2.927 0.006 -0.002 3.135

318 6 103 267.023 1617.666 1.374 -0.009 0 3.131

392 7 165 266.541 7380.953 -34.098 0.656 -0.052 -7.836

358 7 41 266.14 8842.48 45.018 -0.184 -0.077 9.736

377 7 187 264.336 -2458.61 8.294 0.246 -0.003 -6.492




381 6 191 263.94 -1539.648 1.519 -0.055 -0.002 -4.946

360 6 107 261.07 7001.804 5.301 0.059 -0.008 7.902

361 5 76 260.156 10069.884 3.206 0.109 -0.005 11.446

361 6 76 257.304 7033.831 1.953 0.055 -0.003 7.892

134 7 96 251.263 -40.872 -29.79 -0.066 0.076 -0.647

310 5 41 249.326 2184.567 5.608 -0.008 -0.002 4.76

321 6 207 248.34 -3238.614 17.208 0.05 0.019 6.705

232 5 158 247.169 283.669 4.809 -0.016 -0.008 0.178

397 6 129 245.102 6989.358 6.307 -0.058 0.009 -5.322

385 7 98 243.627 7190.621 -1.534 -0.567 0 -8.603

365 7 195 241.638 -1021.897 11.406 0.567 0.003 4.687

335 7 64 239.338 9502.482 0.776 0.082 -0.008 9.6847 6 33 234.024 6942.937 1.435 0.056 0 5.169

394 6 204 233.589 -2570.332 0.937 -0.055 0.001 -6.741

309 6 45 232.689 7664.405 -0.313 0.025 0 6.889

373 7 183 232.252 -1439.139 12.239 -0.08 0 -7.217

388 6 198 231.037 -3249.624 -0.791 -0.04 0 -6.756

307 7 14 230.656 7973.575 35.706 0.078 -0.057 5.783

321 7 207 228.81 -3182.959 7.349 -0.017 0.003 8.453

357 7 72 228.525 8748.093 22.483 -0.244 -0.047 9.229

386 7 67 226.79 7069.005 -9.697 -0.566 -0.013 -8.405

357 6 72 224.866 7013.982 -0.96 -0.061 0.001 7.85

377 6 187 224.685 -1513.545 -0.631 0.061 0.001 -4.929

397 7 129 223.576 10303.617 -18.388 0.014 -0.023 -10.292

390 7 103 221.866 10634.705 -30.807 0.191 -0.052 -10.951

382 6 192 220.599 -1448.89 -1.658 -0.057 0.002 -4.8

12 7 197 217.129 -185.657 6.478 0.656 0.007 4.99

310 7 41 215.708 -1625.11 -69.451 -0.005 0.06 0.577

362 6 45 214.978 7146.346 0.327 0.045 -0.001 8.373

382 5 192 208.061 -2306.832 -1.442 -0.11 0.002 -7.078

326 6 169 204.744 1058.18 11.115 0.06 0.009 -1.687357 5 72 203.096 10042.082 -1.843 -0.119 0.003 11.383

369 7 179 202.973 -3291.427 31.594 0.07 -0.05 -7.651

377 5 187 202.154 -2396.83 -0.995 0.119 0.001 -7.257

388 7 198 201.21 -5478.388 -16.107 -0.164 0.03 -9.285

387 7 10 200.561 7235.188 11.175 -0.487 0.009 -7.539

145 7 200 200.51 -2635.385 -50.225 0.025 -0.042 8.629

342 7 128 199.851 653.491 14.86 0.042 0.038 -1.308

389 7 72 199.358 10621.673 -22.357 0.008 -0.052 -10.925

362 5 45 198.085 10234.685 1.236 0.094 -0.003 12.135




376 6 186 197.481 -1604.397 -2.563 0.023 0.002 -4.798

356 6 103 196.046 6953.511 1.312 -0.03 -0.002 7.822

47 7 33 194.483 7870.99 -23.196 0.157 0.029 3.581

3 6 3 192.145 258.013 -1.86 0.016 0.004 0.204

283 6 13 191.932 282.675 1.688 -0.017 -0.005 0.265

358 6 41 189.923 7109.658 -3.408 -0.029 0.006 8.326

391 6 201 187.981 -3248.077 -4.979 0.052 0.004 -6.74

378 6 188 187.378 -1408.844 -2.144 0.04 0.003 -4.723

366 7 196 185.628 -1108.552 -24.808 0.51 -0.04 4.522

194 6 126 185.275 6948.506 -1.603 -0.051 0.001 5.197

286 5 14 176.712 1734.821 -3.463 -0.001 -0.002 -2.871

96 7 199 172.811 -2639.629 -8.418 -0.194 0.003 8.626364 7 194 171.747 -1005.54 18.23 0.557 0.019 4.616

392 5 165 164.077 6731.701 -6.621 0.699 -0.011 -5.8

243 5 202 162.299 -1504.758 7.998 -0.895 0.009 5.216

310 6 41 161.418 1614.082 3.49 -0.005 -0.001 3.24

356 5 103 160.727 9952.752 1.477 -0.069 -0.003 11.341

376 5 186 160.63 -2526.885 -4.011 0.059 0.003 -7.067

358 5 41 153.876 10176.13 -4.68 -0.067 0.008 12.06

384 7 129 153.132 7172.637 5.984 -0.552 0.011 -8.626

378 5 188 150.921 -2244.03 -3.194 0.083 0.004 -6.955

282 7 4 149.556 208.562 -3.019 0.009 0.004 -0.156

334 5 182 149.384 -1729.086 3.792 -0.59 0.006 4.612

372 5 126 148.881 7190.628 -4.163 0.392 -0.006 -8.209

374 5 64 142.023 7570.173 -3.064 0.592 -0.005 -9.343

336 5 184 137.626 -1353.322 8.116 -0.387 0.011 4.613

393 7 203 135.935 -2350.417 -21.079 0.667 0.02 -4.405

391 7 201 133.913 -5510.855 18.246 -0.018 -0.025 -9.258

194 7 126 130.588 7805.321 46.256 0.022 -0.068 3.452

385 5 98 130.242 7396.42 1.549 -0.425 0.003 -8.316

286 7 14 125.714 5063.289 39.334 -0.011 0.039 -6.021386 5 67 125.02 7279.841 3.442 -0.415 0.005 -8.126

365 5 195 124.639 -1516.926 -6.906 0.426 -0.01 5.12

366 5 196 122.877 -1604.642 -6.756 0.408 -0.008 4.959

285 7 14 108.044 5103.422 -20.73 -0.504 0.027 2.884

370 7 36 102.326 7896.779 -9.712 -0.551 -0.011 -9.719

384 5 129 101.49 7374.507 -6.654 -0.437 -0.011 -8.332

335 6 64 101.451 7582.931 -2.867 0.189 0.004 8.196

373 6 183 100.165 -854.046 1.841 -0.189 -0.003 -5.501

322 5 134 95.966 2591.053 -18.31 0.076 0.022 5.048




364 5 194 89.623 -1503.601 -6.779 0.403 -0.009 5.048

322 7 134 83.977 -1454.266 -45.102 0.074 0.051 0.641

343 7 97 83.626 544.577 15.976 0 0.039 -0.847

285 5 203 83.375 -2079.655 1.312 0.683 -0.001 5.267

387 5 10 82.28 6708.367 2.113 -0.687 0.002 -5.718

12 5 197 81.269 -1524.656 -5.309 0.897 -0.005 5.239

393 5 5 80.814 6146.322 5.489 -0.894 0.009 -4.351

335 5 64 80.68 11032.263 -4.596 0.318 0.006 12.027

373 5 183 78.715 -1357.211 3.043 -0.318 -0.005 -8.281

370 5 36 74.914 8119.831 -2.832 -0.441 -0.006 -9.452

308 5 180 72.723 -1019.681 0.734 0.712 0 6.143

333 7 126 71.477 7031.992 -3.73 0.171 0.002 7.386286 6 14 69.38 1341.089 -1.844 -0.001 0 -2.055

308 7 180 69.037 -493.092 -20.034 0.763 -0.027 5.677

322 6 134 64.208 1874.485 -14.418 0.051 0.017 3.426

344 7 66 63.476 564.052 1.983 -0.007 0.011 -0.902

392 6 165 63.068 4891.955 -6.853 0.426 -0.01 -4.154

333 5 181 63.021 -2244.11 -7.804 -0.448 -0.01 6.201

243 6 202 62.203 -930.959 6.963 -0.552 0.008 3.644

371 5 157 56.714 6899.266 1.358 0.708 0.003 -5.754

475 7 226 54.359 3160.602 1.159 -0.006 0.005 -1.255

367 5 33 53.435 8084.867 1.908 0.444 0.004 -9.3

314 7 76 53.253 6340.516 -21.61 0.037 -0.01 -8.358

280 5 177 51.651 -1057.768 -0.761 -0.71 0 6.191

280 7 177 44.264 -437.597 -11.345 -0.415 -0.011 5.592

318 7 107 43.365 6372.039 8.048 0.009 0.019 -8.386

371 7 181 43.288 -1211.251 -22.989 -0.4 0.029 -5.463

334 6 182 39.894 -1069.11 2.189 -0.355 0.003 3.263

372 6 126 38.555 5267.705 -3.529 0.226 -0.006 -5.93

374 6 64 34.992 5479.682 -1.663 0.356 -0.002 -6.564

280 6 2 34.567 5010.377 -0.188 0.426 0 4.092440 7 205 34.424 3738.636 5.551 0.029 -0.007 3.795

367 6 177 32.275 -1465.003 -1.729 -0.261 0.002 -4.337

374 7 184 31.714 -1747.969 27.352 -0.326 -0.023 -4.144

371 6 181 31.188 -607.37 -0.249 -0.424 0 -4.328

336 6 184 31.088 -859.603 6.181 -0.222 0.008 3.264

427 7 201 27.865 3976.456 -21.505 0.083 0.033 4.079

439 7 213 27.49 48.107 7.032 -0.029 -0.007 -1.596

385 6 98 27.482 5384.588 1.058 -0.249 0.002 -5.954

362 7 45 27.468 8803.675 40.959 -0.073 -0.06 9.653




436 5 217 27.273 -189.58 -15.211 0.043 -0.022 2.345

333 6 126 26.068 5868.575 5.379 0.263 -0.009 6.659

425 7 185 24.975 3492.428 -33.636 0.011 -0.046 -2.622

386 6 67 24.846 5303.906 2.688 -0.242 0.004 -5.826

365 6 195 24.071 -950.209 -4.334 0.249 -0.006 3.588

366 6 196 23.719 -1011.49 -4.566 0.238 -0.006 3.474

367 7 33 23.561 7806.594 -14.895 0.171 -0.026 -9.531

411 7 192 22.422 3082.825 -41.186 -0.025 0.052 2.045

426 7 218 22.418 733.381 -27.221 -0.077 0.038 -2.075

430 6 214 20.693 -78.939 0.247 0.062 -0.001 -1.486

431 6 199 20.619 2921.221 -2.287 -0.062 0.003 3.013

308 6 5 20.525 4987.404 0.119 -0.427 0.001 4.053435 5 208 20.12 3596.219 -16.504 -0.026 -0.026 -1.638

372 7 126 20.103 6948.142 12.418 0.116 0.014 -8.425

403 7 218 19.259 75.057 -28.189 0.013 -0.032 2.755

427 6 201 19.175 3008.687 3.663 0.026 -0.006 3.156

420 7 190 18.896 954.992 -17.753 0.01 -0.022 -2.085

427 5 201 18.675 4703.855 6.044 0.04 -0.01 4.919

370 6 180 18.136 -1485.924 2.35 0.258 -0.002 -4.309

429 6 200 18.044 2793.824 -0.515 0.016 0.001 3.025

475 5 226 18.031 3688.623 -5.464 -0.009 -0.016 -1.408

432 6 212 17.126 50.642 -1.523 -0.014 0.002 -1.088

436 7 217 16.613 -181.548 4.276 -0.014 0.007 2.083

438 7 206 16.301 3744.305 -11.719 0.03 0.018 3.837

428 6 216 15.8 45.101 0.957 -0.028 -0.002 -1.077

430 7 200 15.682 3950.579 9.64 -0.04 0.017 -4.147

430 5 214 15.318 -95.603 0.395 0.103 -0.001 -2.303

431 5 199 15.2 4599.991 -3.541 -0.103 0.005 4.739

435 7 208 15.145 3140.391 5.172 0.028 0.008 -1.572

410 7 211 15.111 140.742 -41.162 0.019 0.048 -2.086

433 6 198 15.004 2796.133 -2.722 0.026 0.004 3.053431 7 214 14.839 -53.488 11.144 0.041 0.011 1.98

412 5 188 14.763 1059.723 6.068 -0.001 -0.006 2.43

426 5 218 14.618 894.389 1.778 -0.031 -0.002 -2.481

419 7 215 14.454 -218.818 -11.438 0.02 -0.011 2.11

415 7 213 14.422 -264.472 8.923 0.03 0.013 2.173

437 5 207 14.213 4451.69 -9.657 -0.022 -0.015 -4.819

475 6 226 14.116 2299.754 -3.635 -0.005 -0.011 -0.848

426 6 218 13.816 549.146 0.865 -0.02 -0.001 -1.639

425 5 185 13.429 3947.775 2.25 0.036 0.002 -2.825




413 5 212 13.276 -422.858 3.112 -0.027 -0.003 -2.577

412 7 188 13.241 826.847 -81.255 0.004 0.086 1.984

408 7 178 13.185 885.8 -61.445 0.002 0.064 2.103

424 7 189 12.971 1057.088 3.21 0 0.001 -2.259

417 7 214 12.967 -433.141 7.928 0.027 -0.011 -1.963

414 7 195 12.941 2705.439 1.989 -0.021 0.001 -1.134

476 5 225 12.832 3695.71 6.348 -0.002 -0.02 1.427

434 6 210 12.778 -163.432 0.266 -0.028 0 -1.606

285 6 203 12.691 -1346.251 -1.373 0.416 -0.003 3.678

382 7 76 12.601 9379.642 -50.139 -0.081 -0.085 -11.352

429 5 200 12.547 4395.061 -1.25 0.026 0.002 4.76

416 5 187 12.423 1121.625 2.788 0.001 -0.002 2.566438 5 215 12.341 167.11 -10.14 0.026 -0.015 1.761

418 7 194 12.246 2671.1 -18.615 -0.015 -0.026 -1.109

436 6 217 12.142 -158.55 -9.857 0.027 -0.014 1.547

411 5 192 12.085 3775.257 -3.909 0.003 0.006 2.683

387 6 10 12.065 4876.801 3.529 -0.419 0.004 -4.101

12 6 197 11.575 -944.078 -5.199 0.553 -0.006 3.659

417 5 214 11.575 -379.707 1.847 0 -0.002 -2.245

401 7 183 11.464 2223.226 7.086 -0.022 -0.005 0.162

393 6 5 11.252 4470.32 5.221 -0.551 0.008 -3.109

415 5 191 11.235 3799.56 -8.35 0 0.011 2.708

428 5 216 11.222 116.31 1.023 -0.044 -0.002 -1.646

400 5 184 11.18 3088.291 4.397 -0.002 -0.006 0.978

432 5 212 10.994 112.026 -1.774 -0.024 0.002 -1.662

384 6 129 10.949 5376.79 -4.187 -0.256 -0.007 -5.995

334 7 95 10.489 6610.845 -4.51 0.326 -0.003 7.439

424 5 189 10.396 1145.556 17.381 0 0.016 -2.553

406 7 209 10.321 -71.57 -33.289 0.033 0.038 -2.379

412 6 188 10.305 679.762 4.327 -0.001 -0.004 1.544

421 5 216 10.228 -422.179 0.822 0.024 -0.001 -2.558410 5 211 10.199 230.691 -2.143 0.002 0.002 -2.7

400 7 184 10.184 2550.874 -28.525 -0.018 0.042 0.447

435 6 208 9.94 2283.873 -10.376 -0.017 -0.017 -1.006

433 5 198 9.709 4386.314 -3.87 0.042 0.006 4.764

476 6 225 9.706 2300.851 4.223 -0.001 -0.013 0.85

434 5 210 9.592 -194.899 -0.01 -0.043 0 -2.434

403 5 218 9.162 -28.205 6.306 -0.01 0.008 3.015

437 7 215 9.124 -26.215 -9.511 -0.025 0.015 -1.587

407 7 179 9.073 3252.945 -33.762 -0.056 0.042 2.209




413 6 212 9.042 -247.528 1.782 -0.018 -0.002 -1.61

443 6 209 9.03 -173.786 0.209 0.03 0 -1.598

476 7 225 8.778 3106.762 1.561 -0.004 -0.004 1.104

404 6 197 8.727 2291.916 -0.49 0.021 0.001 0.971

439 5 206 8.533 4352.469 -3.994 -0.027 -0.006 -4.509

414 5 213 8.455 201.828 -5.603 0.001 0.006 -2.745

425 6 185 8.426 2479.092 -0.239 0.025 -0.001 -1.758

411 6 192 8.321 2375.744 -1.295 0.002 0.002 1.676

423 5 217 8.265 -685.251 16.151 -0.038 0.019 2.916

402 5 182 7.955 3084.51 -0.504 0.003 0 0.983

402 7 216 7.909 266.39 -30.592 0.026 -0.037 2.406

400 6 184 7.844 1932.344 3.904 -0.001 -0.005 0.578442 6 204 7.779 2827.953 1.109 -0.013 -0.001 3.108

401 5 183 7.639 2710.141 1.965 0 -0.003 0.637

441 6 211 7.612 104.516 0.042 0.015 0 -1.112

416 6 187 7.571 716.611 1.393 0 -0.001 1.623

404 5 197 7.422 3607.642 -1.012 0.032 0.002 1.584

434 7 210 7.281 -197.889 17.331 -0.081 -0.027 -2.076

410 6 211 7.254 173.812 -1.127 0.001 0.001 -1.689

417 6 214 7.242 -219.705 1.213 0 -0.001 -1.407

421 6 216 7.19 -246.768 0.905 0.015 -0.001 -1.597

415 6 191 7.137 2390.833 -5.244 0 0.007 1.691

422 5 193 6.972 3314.388 23.304 0.01 0.032 -1.201

405 6 203 6.594 2287.609 1.439 -0.022 -0.002 0.967

424 6 189 6.173 738.031 11.992 0 0.011 -1.622

440 6 205 6.16 2762.149 4.221 -0.017 -0.007 2.848

440 5 213 5.786 164.762 -6.774 0.027 -0.01 1.791

402 6 182 5.719 1929.874 -1.34 0.001 0.002 0.581

403 6 218 5.628 13.264 5.12 -0.008 0.006 1.883

414 6 213 5.393 154.412 -3.41 0.001 0.004 -1.718

408 5 179 4.907 1085.985 -3.333 -0.001 -0.004 -2.501420 5 186 4.74 1119.879 0.918 -0.012 0 2.469

401 6 183 4.707 1705.502 1.286 0 -0.002 0.378

404 7 197 4.697 3029.84 16.568 0.07 -0.026 1.143

439 6 213 4.327 73.203 2.476 0.017 -0.004 -1.173

409 7 210 4.313 -695.597 -23.286 0.06 0.029 -2.593

423 6 217 4.2 -410.352 11.449 -0.026 0.014 1.82

405 5 203 4.178 3600.599 2.561 -0.034 -0.004 1.577

443 5 209 3.986 -211.627 0.873 0.046 -0.001 -2.42

429 7 200 3.736 3739.127 -30.996 0.071 0.051 3.98




422 6 193 3.681 2072.589 13.652 0.008 0.019 -0.715

406 5 180 3.566 3304.307 2.191 -0.012 0.003 -1.152

408 6 179 3.55 696.299 -1.826 -0.001 -0.002 -1.584

399 7 177 3.55 2737.111 -20.703 -0.037 0.03 0.585

422 7 193 3.469 2894.534 -6.046 -0.015 -0.008 -1.38

364 6 194 3.44 -934.884 -4.56 0.235 -0.006 3.531

3 5 3 3.406 289.321 -2.341 0.022 0.005 0.185

420 6 186 3.315 719.929 -0.531 -0.008 0.001 1.569

283 5 13 3.312 359.239 2.04 -0.022 -0.006 0.36

336 7 33 3.19 6309.984 17.168 0.121 -0.032 6.543

399 5 210 2.669 -27.46 -1.784 0.011 -0.002 3.014

441 5 205 2.598 4307.866 -0.921 -0.024 -0.001 -4.46423 7 217 2.573 -443.965 -7.515 -0.008 -0.008 2.385

406 6 180 2.231 2066.387 2.389 -0.01 0.003 -0.685

407 5 209 1.877 -668.905 2.382 0.035 0.002 2.928

442 7 204 1.768 3817.796 38.916 0.027 -0.061 4.137

441 7 211 1.744 99.436 31.605 -0.035 -0.043 -1.498

421 7 186 1.743 3277.58 -34.473 -0.051 -0.046 -2.434

409 5 178 1.667 3955.439 0.386 -0.036 0 -2.849

399 6 210 1.542 13.828 -2.292 0.009 -0.003 1.882

413 7 212 1.529 -458.675 -27.433 -0.002 0.032 -2.264

437 6 207 1.241 2836.424 -6.62 -0.014 -0.01 -3.085

416 7 191 1.221 935.518 27.883 -0.007 0.023 -2.147

438 6 206 1.02 2758.932 6.815 -0.017 -0.011 2.864

407 6 209 1.002 -397.583 -0.047 0.024 -0.001 1.826

432 7 199 0.9 3778.21 -15.403 0.069 -0.022 -4.156

442 5 211 0.832 66.991 -2.807 0.021 -0.005 1.704

409 6 178 0.786 2483.845 1.759 -0.025 0.002 -1.774

419 5 190 0.608 3737.925 -13.739 0.007 0.018 2.625

419 6 190 0.569 2350.64 -9.771 0.005 0.013 1.636

418 6 215 0.373 177.534 -7.51 -0.006 0.008 -1.668405 7 203 0.349 3062.834 27.891 0.02 -0.045 1.171

433 7 198 0.192 3721.896 24.058 0.084 -0.035 3.97

428 7 201 0.145 3759.343 24.831 0.089 0.039 -4.118

418 5 215 0.125 237.065 -11.867 -0.009 0.013 -2.667

443 7 204 0.124 4122.308 -29.14 0.011 -0.045 -4.439

465 7 63 0 4516.655 0 0 0 -3.696

465 7 219 0 4516.655 0 0 0 3.696

244 5 167 0 5689.128 0 0 0 -5.263

465 6 63 0 3552.941 0 0 0 -2.882




465 6 219 0 3552.941 0 0 0 2.882

465 5 63 0 4896.343 0 0 0 -4.053

465 5 219 0 4896.343 0 0 0 4.053

48 6 43 0 5511.775 0 0 0 -5.19

48 7 32 0 7239.129 0 0 0 6.88

48 7 43 0 7239.13 0 0 0 -6.88

458 7 74 0 8283.205 0 0 0 -9.197

458 7 43 0 8283.205 0 0 0 9.197

458 6 74 0 6329.754 0 0 0 -6.974

332 7 63 0 6668.204 0 0 0 -7.358

458 6 43 0 6329.754 0 0 0 6.974

332 7 32 0 6668.204 0 0 0 7.358458 5 74 0 9314.456 0 0 0 -10.441

332 6 63 0 5192.253 0 0 0 -5.678

458 5 43 0 9314.456 0 0 0 10.441

332 6 32 0 5192.253 0 0 0 5.678

457 7 105 0 8283.208 0 0 0 -9.197

332 5 63 0 7324.454 0 0 0 -8.174

457 7 74 0 8283.207 0 0 0 9.197

332 5 32 0 7324.454 0 0 0 8.174

457 6 105 0 6329.757 0 0 0 -6.974

331 7 94 0 9393.518 0 0 0 -10.724

457 6 74 0 6329.755 0 0 0 6.974

457 5 105 0 9314.459 0 0 0 -10.441

331 7 63 0 9393.516 0 0 0 10.724

457 5 74 0 9314.458 0 0 0 10.441

331 6 94 0 7111.786 0 0 0 -8.049

456 7 136 0 8283.207 0 0 0 -9.197

331 6 63 0 7111.785 0 0 0 8.049

331 5 94 0 10682.58 0 0 0 -12.322

456 7 105 0 8283.206 0 0 0 9.197331 5 63 0 10682.578 0 0 0 12.322

456 6 136 0 6329.756 0 0 0 -6.974

330 7 125 0 6668.204 0 0 0 -7.358

456 6 105 0 6329.755 0 0 0 6.974

330 7 94 0 6668.203 0 0 0 7.358

456 5 136 0 9314.458 0 0 0 -10.441

330 6 125 0 5192.253 0 0 0 -5.678

456 5 105 0 9314.457 0 0 0 10.441

330 6 94 0 5192.252 0 0 0 5.678




455 7 167 0 8283.209 0 0 0 -9.197

330 5 125 0 7324.453 0 0 0 -8.174

455 7 136 0 8283.209 0 0 0 9.197

330 5 94 0 7324.452 0 0 0 8.174

455 6 167 0 6329.757 0 0 0 -6.974

329 7 156 0 6668.209 0 0 0 -7.358

455 6 136 0 6329.757 0 0 0 6.974

455 5 167 0 9314.46 0 0 0 -10.441

329 7 125 0 6668.208 0 0 0 7.358

455 5 136 0 9314.459 0 0 0 10.441

329 6 156 0 5192.257 0 0 0 -5.678

454 7 77 0 8283.207 0 0 0 -9.197329 6 125 0 5192.256 0 0 0 5.678

454 7 46 0 8283.207 0 0 0 9.197

329 5 156 0 7324.46 0 0 0 -8.174

467 5 222 0 7200.081 0 0 0 -7.989

329 5 125 0 7324.459 0 0 0 8.174

454 6 77 0 6329.755 0 0 0 -6.974

328 7 170 0 1603.651 0 0 0 -0.562

454 6 46 0 6329.755 0 0 0 6.974

328 7 167 0 1603.651 0 0 0 0.562

454 5 77 0 9314.458 0 0 0 -10.441

328 6 170 0 1294.709 0 0 0 -0.451

454 5 46 0 9314.458 0 0 0 10.441

328 6 167 0 1294.709 0 0 0 0.451

453 7 108 0 8283.204 0 0 0 -9.197

328 5 170 0 1678.651 0 0 0 -0.593

453 7 77 0 8283.205 0 0 0 9.197

328 5 167 0 1678.651 0 0 0 0.593

453 6 108 0 6329.753 0 0 0 -6.974

327 7 161 0 5220.38 0 0 0 -4.774453 6 77 0 6329.753 0 0 0 6.974

327 7 170 0 5220.38 0 0 0 4.774

327 6 161 0 4089.899 0 0 0 -3.707

453 5 108 0 9314.454 0 0 0 -10.441

453 5 77 0 9314.454 0 0 0 10.441

466 5 222 0 4896.342 0 0 0 4.053

327 5 161 0 5689.129 0 0 0 -5.263

452 7 139 0 8283.204 0 0 0 -9.197

327 5 170 0 5689.129 0 0 0 5.263




452 7 108 0 8283.204 0 0 0 9.197

452 6 139 0 6329.753 0 0 0 -6.974

452 6 108 0 6329.753 0 0 0 6.974

452 5 139 0 9314.453 0 0 0 -10.441

452 5 108 0 9314.453 0 0 0 10.441

451 7 170 0 8283.206 0 0 0 -9.197

451 7 139 0 8283.206 0 0 0 9.197

451 6 170 0 6329.755 0 0 0 -6.974

451 6 139 0 6329.755 0 0 0 6.974

451 5 170 0 9314.457 0 0 0 -10.441

451 5 139 0 9314.457 0 0 0 10.441

450 7 68 0 6668.203 0 0 0 -7.358450 7 37 0 6668.204 0 0 0 7.358

450 6 68 0 5192.252 0 0 0 -5.678

324 7 139 0 1926.651 0 0 0 -0.696

450 6 37 0 5192.253 0 0 0 5.678

324 7 136 0 1926.65 0 0 0 0.696

324 6 139 0 1522.209 0 0 0 -0.546

450 5 68 0 7324.452 0 0 0 -8.174

324 6 136 0 1522.208 0 0 0 0.546

450 5 37 0 7324.453 0 0 0 8.174

449 7 99 0 6668.204 0 0 0 -7.358

324 5 139 0 2076.651 0 0 0 -0.759

449 7 68 0 6668.204 0 0 0 7.358

467 6 219 0 5121.16 0 0 0 5.572

449 6 99 0 5192.253 0 0 0 -5.678

323 7 130 0 7239.131 0 0 0 -6.88

323 7 139 0 7239.128 0 0 0 6.88

449 6 68 0 5192.253 0 0 0 5.678

323 6 130 0 5511.775 0 0 0 -5.19

449 5 99 0 7324.452 0 0 0 -8.174323 6 139 0 5511.773 0 0 0 5.19

449 5 68 0 7324.453 0 0 0 8.174

466 6 222 0 3552.941 0 0 0 2.882

323 5 130 0 8176.631 0 0 0 -7.858

448 7 99 0 6668.204 0 0 0 7.358

323 5 139 0 8176.628 0 0 0 7.858

448 6 130 0 5192.252 0 0 0 -5.678

448 6 99 0 5192.253 0 0 0 5.678

448 5 130 0 7324.452 0 0 0 -8.174




448 5 99 0 7324.453 0 0 0 8.174

447 7 161 0 6668.205 0 0 0 -7.358

447 7 130 0 6668.204 0 0 0 7.358

447 6 161 0 5192.254 0 0 0 -5.678

447 6 130 0 5192.254 0 0 0 5.678

447 5 161 0 7324.454 0 0 0 -8.174

447 5 130 0 7324.454 0 0 0 8.174

446 7 43 0 8283.205 0 0 0 -9.197

446 7 12 0 8283.205 0 0 0 9.197

320 7 108 0 1926.651 0 0 0 -0.696

446 6 43 0 6329.754 0 0 0 -6.974

320 7 105 0 1926.65 0 0 0 0.696446 6 12 0 6329.754 0 0 0 6.974

320 6 108 0 1522.209 0 0 0 -0.546

446 5 43 0 9314.456 0 0 0 -10.441

320 6 105 0 1522.208 0 0 0 0.546

446 5 12 0 9314.456 0 0 0 10.441

320 5 108 0 2076.651 0 0 0 -0.759

445 7 46 0 8283.205 0 0 0 -9.197

320 5 105 0 2076.65 0 0 0 0.759

445 7 15 0 8283.205 0 0 0 9.197

319 7 99 0 7239.131 0 0 0 -6.88

445 6 46 0 6329.754 0 0 0 -6.974

445 6 15 0 6329.754 0 0 0 6.974

319 7 108 0 7239.128 0 0 0 6.88

445 5 46 0 9314.456 0 0 0 -10.441

319 6 99 0 5511.775 0 0 0 -5.19

445 5 15 0 9314.456 0 0 0 10.441

319 6 108 0 5511.773 0 0 0 5.19

319 5 99 0 8176.631 0 0 0 -7.858

444 7 37 0 6668.205 0 0 0 -7.358319 5 108 0 8176.628 0 0 0 7.858

444 7 6 0 6668.205 0 0 0 7.358

444 6 37 0 5192.254 0 0 0 -5.678

444 6 6 0 5192.254 0 0 0 5.678

444 5 37 0 7324.454 0 0 0 -8.174

444 5 6 0 7324.454 0 0 0 8.174

327 6 170 0 4089.899 0 0 0 3.707

287 5 15 0 5689.129 0 0 0 5.263

244 6 156 0 4089.898 0 0 0 3.707




287 5 6 0 5689.129 0 0 0 -5.263

287 6 15 0 4089.899 0 0 0 3.707

467 6 222 0 5121.161 0 0 0 -5.572

244 6 167 0 4089.898 0 0 0 -3.707

467 7 219 0 6567.267 0 0 0 7.208

467 7 222 0 6567.269 0 0 0 -7.208

316 7 77 0 1926.651 0 0 0 -0.696

287 6 6 0 4089.899 0 0 0 -3.707

287 7 15 0 5220.38 0 0 0 4.774

48 6 32 0 5511.775 0 0 0 5.19

316 6 77 0 1522.209 0 0 0 -0.546

48 5 43 0 8176.63 0 0 0 -7.858316 6 74 0 1522.208 0 0 0 0.546

244 7 156 0 5220.378 0 0 0 4.774

316 5 77 0 2076.651 0 0 0 -0.759

244 7 167 0 5220.378 0 0 0 -4.774

316 5 74 0 2076.65 0 0 0 0.759

48 5 32 0 8176.629 0 0 0 7.858

315 7 68 0 7239.131 0 0 0 -6.88

287 7 6 0 5220.38 0 0 0 -4.774

315 7 77 0 7239.128 0 0 0 6.88

13 7 12 0 5220.38 0 0 0 -4.774

315 6 68 0 5511.775 0 0 0 -5.19

288 5 12 0 1678.651 0 0 0 0.593

315 6 77 0 5511.773 0 0 0 5.19

288 5 15 0 1678.651 0 0 0 -0.593

315 5 68 0 8176.631 0 0 0 -7.858

13 7 1 0 5220.38 0 0 0 4.774

315 5 77 0 8176.628 0 0 0 7.858

13 6 12 0 4089.899 0 0 0 -3.707

13 6 1 0 4089.899 0 0 0 3.70713 5 12 0 5689.129 0 0 0 -5.263

279 5 1 0 7324.454 0 0 0 8.174

279 5 32 0 7324.454 0 0 0 -8.174

97 5 63 0 8176.632 0 0 0 7.858

13 5 1 0 5689.129 0 0 0 5.263

288 6 12 0 1294.709 0 0 0 0.451

97 5 74 0 8176.632 0 0 0 -7.858

279 6 1 0 5192.253 0 0 0 5.678

97 6 63 0 5511.776 0 0 0 5.19




97 6 74 0 5511.776 0 0 0 -5.19

312 7 46 0 1926.651 0 0 0 -0.696

279 6 32 0 5192.253 0 0 0 -5.678

312 7 43 0 1926.65 0 0 0 0.696

97 7 63 0 7239.131 0 0 0 6.88

312 6 46 0 1522.209 0 0 0 -0.546

97 7 74 0 7239.132 0 0 0 -6.88

279 7 1 0 6668.204 0 0 0 7.358

312 6 43 0 1522.209 0 0 0 0.546

312 5 46 0 2076.65 0 0 0 -0.759

288 6 15 0 1294.709 0 0 0 -0.451

312 5 43 0 2076.65 0 0 0 0.759279 7 32 0 6668.204 0 0 0 -7.358

195 7 136 0 7239.13 0 0 0 -6.88

311 7 37 0 7239.13 0 0 0 -6.88

311 7 46 0 7239.129 0 0 0 6.88

288 7 12 0 1603.651 0 0 0 0.562

311 6 37 0 5511.775 0 0 0 -5.19

466 6 94 0 3552.941 0 0 0 -2.882

311 6 46 0 5511.774 0 0 0 5.19

466 5 94 0 4896.342 0 0 0 -4.053

288 7 15 0 1603.651 0 0 0 -0.562

311 5 37 0 8176.63 0 0 0 -7.858

466 7 222 0 4516.654 0 0 0 3.696

311 5 46 0 8176.628 0 0 0 7.858

195 7 125 0 7239.129 0 0 0 6.88

195 6 136 0 5511.775 0 0 0 -5.19

466 7 94 0 4516.654 0 0 0 -3.696

146 5 94 0 8176.632 0 0 0 7.858

195 6 125 0 5511.774 0 0 0 5.19

146 5 105 0 8176.632 0 0 0 -7.858146 6 94 0 5511.776 0 0 0 5.19

244 5 156 0 5689.127 0 0 0 5.263

146 6 105 0 5511.776 0 0 0 -5.19

146 7 94 0 7239.131 0 0 0 6.88

195 5 136 0 8176.63 0 0 0 -7.858

146 7 105 0 7239.132 0 0 0 -6.88

448 7 130 0 6668.203 0 0 0 -7.358

195 5 125 0 8176.628 0 0 0 7.858

467 5 219 0 7200.079 0 0 0 7.989




324 5 136 0 2076.65 0 0 0 0.759

316 7 74 0 1926.65 0 0 0 0.696

443 7 209 -0.124 -273.091 29.14 -0.011 -0.042 -2.154

418 5 194 -0.125 3042.908 11.867 0.009 0.017 -0.841

428 7 216 -0.145 89.875 -24.831 -0.089 0.035 -1.386

433 7 212 -0.192 127.321 -24.058 -0.084 -0.037 1.421

405 7 209 -0.349 786.383 -27.891 -0.02 -0.038 2.243

418 6 194 -0.373 1904.735 7.51 0.006 0.011 -0.491

419 6 215 -0.569 -268.37 9.771 -0.005 0.012 1.637

419 5 215 -0.608 -457.95 13.739 -0.007 0.016 2.62

409 6 210 -0.786 -401.576 -1.759 0.025 0.002 -1.833

442 5 204 -0.832 4438.477 2.807 -0.021 -0.004 4.853432 7 212 -0.9 71.008 15.403 -0.069 -0.024 -1.405

407 6 179 -1.002 2479.852 0.047 -0.024 0 1.771

438 6 215 -1.02 84.164 -6.815 0.017 -0.01 1.149

416 7 187 -1.221 932.857 -27.883 0.007 0.033 2.144

437 6 215 -1.241 6.672 6.62 0.014 -0.01 -1.159

413 7 188 -1.529 3269.898 27.433 0.002 0.036 -2.397

399 6 177 -1.542 2068.439 2.292 -0.009 -0.003 0.686

409 5 210 -1.667 -675.466 -0.386 0.036 0.001 -2.939

421 7 216 -1.743 -466.356 34.473 0.051 -0.04 -2.246

441 7 205 -1.744 3749.779 -31.605 0.035 -0.052 -3.977

442 7 211 -1.768 31.422 -38.916 -0.027 -0.056 1.543

407 5 179 -1.877 3948.878 -2.382 -0.035 0.004 2.844

406 6 209 -2.231 15.881 -2.389 0.01 0.003 -1.878

423 7 189 -2.573 3255.187 7.515 0.008 -0.011 2.239

441 5 211 -2.598 197.599 0.921 0.024 -0.001 -1.706

399 5 177 -2.669 3307.43 1.784 -0.011 -0.002 1.154

336 7 184 -3.19 -802.905 -17.168 -0.121 -0.019 4.126

283 5 4 -3.312 289.468 -2.04 0.022 -0.004 -0.185

420 6 190 -3.315 670.386 0.531 0.008 0 -1.5193 5 11 -3.406 359.386 2.341 -0.022 0.007 -0.36

364 6 98 -3.44 5341.823 4.56 -0.235 -0.008 5.884

422 7 217 -3.469 -83.312 6.046 0.015 -0.007 -2.343

399 7 210 -3.55 74.109 20.703 0.037 0.021 2.743

408 6 178 -3.55 694.015 1.826 0.001 -0.002 1.581

406 5 209 -3.566 -24.335 -2.191 0.012 0.003 -3.008

422 6 217 -3.681 9.679 -13.652 -0.008 0.015 -1.863

429 7 216 -3.736 110.09 30.996 -0.071 0.042 1.463

443 5 204 -3.986 4717.094 -0.873 -0.046 -0.001 -4.974




405 5 209 -4.178 904.868 -2.561 0.034 -0.004 2.467

423 6 189 -4.2 2492.62 -11.449 0.026 0.015 1.809

409 7 178 -4.313 3506.82 23.286 -0.06 0.029 -2.66

439 6 206 -4.327 2769.893 -2.476 -0.017 -0.004 -2.872

404 7 210 -4.697 819.377 -16.568 -0.07 -0.023 2.173

401 6 214 -4.707 376.765 -1.286 0 -0.001 1.283

420 5 190 -4.74 1048.499 -0.918 0.012 -0.002 -2.397

408 5 178 -4.907 1082.392 3.333 0.001 -0.003 2.497

414 6 195 -5.393 1927.856 3.41 -0.001 0.005 -0.498

403 6 181 -5.628 2069.001 -5.12 0.008 0.007 0.687

402 6 216 -5.719 152.394 1.34 -0.001 0.002 1.641

440 5 205 -5.786 4340.707 6.774 -0.027 -0.01 4.473440 6 213 -6.16 80.95 -4.221 0.017 -0.006 1.173

424 6 185 -6.173 652.283 -11.992 0 0.013 1.536

405 6 209 -6.594 555.488 -1.439 0.022 -0.002 1.631

422 5 217 -6.972 -34.416 -23.304 -0.01 0.026 -2.985

415 6 213 -7.137 -308.565 5.244 0 0.006 1.683

421 6 186 -7.19 2329.038 -0.905 -0.015 -0.001 -1.622

417 6 187 -7.242 2301.974 -1.213 0 -0.002 -1.745

410 6 196 -7.254 1908.456 1.127 -0.001 0.002 -0.48

434 7 198 -7.281 4047.107 -17.331 0.081 -0.025 -4.292

404 5 210 -7.422 897.825 1.012 -0.032 0.001 2.481

416 6 191 -7.571 673.702 -1.393 0 -0.002 -1.58

441 6 205 -7.612 2738.58 -0.042 -0.015 0 -2.839

401 5 214 -7.639 569.83 -1.965 0 -0.002 2.039

442 6 211 -7.779 15.145 -1.109 0.013 -0.002 1.111

400 6 212 -7.844 149.923 -3.904 0.001 -0.004 1.65

402 7 182 -7.909 2544.832 30.592 -0.026 -0.039 0.442

402 5 216 -7.955 195.462 0.504 -0.003 0.001 2.629

423 5 189 -8.265 3965.224 -16.151 0.038 0.022 2.897

411 6 211 -8.321 -293.473 1.295 -0.002 0.001 1.66425 6 218 -8.426 -396.823 0.239 -0.025 0 -1.837

414 5 195 -8.455 3078.143 5.603 -0.001 0.008 -0.851

439 5 213 -8.533 152.997 3.994 0.027 -0.006 -1.79

404 6 210 -8.727 551.181 0.49 -0.021 0.001 1.64

476 7 227 -8.778 3149.431 -1.561 0.004 -0.005 -1.232

443 6 204 -9.03 3016.883 -0.209 -0.03 0 -3.188

413 6 188 -9.042 2329.797 -1.782 0.018 -0.003 -1.612

407 7 209 -9.073 -441.722 33.762 0.056 0.042 2.41

437 7 207 -9.124 3875.43 9.511 0.025 0.014 -4.266




403 5 181 -9.162 3308.172 -6.306 0.01 0.008 1.155

434 5 198 -9.592 4700.367 0.01 0.043 0 -4.909

476 6 227 -9.706 2292.275 -4.223 0.001 -0.012 -0.825

433 5 212 -9.709 119.153 3.87 -0.042 0.006 1.637

435 6 217 -9.94 559.223 10.376 0.017 -0.015 -1.581

400 7 212 -10.184 260.346 28.525 0.018 0.029 2.416

410 5 196 -10.199 3049.282 2.143 -0.002 0.003 -0.823

421 5 186 -10.228 3702.154 -0.822 -0.024 -0.001 -2.597

412 6 192 -10.305 710.552 -4.327 0.001 -0.004 -1.574

406 7 180 -10.321 2882.791 33.289 -0.033 0.045 -1.314

424 5 185 -10.396 1022.82 -17.381 0 0.018 2.43

334 7 182 -10.489 -1103.768 4.51 -0.326 0.016 4.133384 6 194 -10.949 -969.851 4.187 0.256 -0.005 -3.525

432 5 199 -10.994 4393.442 1.774 0.024 0.003 -4.76

400 5 212 -11.18 191.679 -4.397 0.002 -0.005 2.643

428 5 201 -11.222 4389.159 -1.023 0.044 -0.001 -4.763

415 5 213 -11.235 -519.587 8.35 0 0.009 2.691

393 6 203 -11.252 -941.359 -5.221 0.551 0.005 -3.655

401 7 214 -11.464 587.995 -7.086 0.022 -0.012 1.882

417 5 187 -11.575 3659.68 -1.847 0 -0.002 -2.805

12 6 2 -11.575 4473.039 5.199 -0.553 -0.007 3.112

387 6 197 -12.065 -1347.838 -3.529 0.419 0.005 -3.68

411 5 211 -12.085 -495.282 3.909 -0.003 0.004 2.655

436 6 207 -12.142 3001.649 9.857 -0.027 -0.015 3.194

418 7 215 -12.246 140.123 18.615 0.015 -0.021 -2.055

438 5 206 -12.341 4338.355 10.14 -0.026 -0.016 4.496

416 5 191 -12.423 1046.75 -2.788 -0.001 -0.004 -2.492

429 5 216 -12.547 110.408 1.25 -0.026 0.002 1.667

382 7 192 -12.601 -2350.159 50.139 0.081 -0.066 -6.243

285 6 14 -12.691 4875.214 1.373 -0.416 0 4.099

434 6 198 -12.778 3006.53 -0.266 0.028 -0.001 -3.149476 5 227 -12.832 3677.146 -6.348 0.002 -0.018 -1.371

414 7 213 -12.941 105.782 -1.989 0.021 0.004 -2.115

417 7 187 -12.967 3244.364 -7.928 -0.027 -0.009 -2.634

424 7 185 -12.971 811.288 -3.21 0 0.005 2.013

408 7 179 -13.185 982.577 61.445 -0.002 0.058 -2.2

412 7 192 -13.241 1041.529 81.255 -0.004 0.077 -2.199

413 5 188 -13.276 3702.832 -3.112 0.027 -0.004 -2.581

425 5 218 -13.429 -667.802 -2.25 -0.036 0.003 -2.944

426 6 202 -13.816 2293.951 -0.865 0.02 -0.001 -0.978




475 6 224 -14.116 2293.372 3.635 0.005 -0.011 0.829

437 5 215 -14.213 53.775 9.657 0.022 -0.014 -1.778

415 7 191 -14.422 3075.694 -8.923 -0.03 0.01 2.002

419 7 190 -14.454 3030.042 11.438 -0.02 -0.017 1.951

426 5 202 -14.618 3611.078 -1.778 0.031 -0.003 -1.594

412 5 192 -14.763 1108.653 -6.068 0.001 -0.007 -2.479

431 7 199 -14.839 3902.708 -11.144 -0.041 0.023 3.954

433 6 212 -15.004 46.964 2.722 -0.026 0.004 1.071

410 7 196 -15.111 2670.481 41.162 -0.019 0.055 -1.076

435 7 217 -15.145 708.825 -5.172 -0.028 0.007 -2.076

431 5 214 -15.2 -94.52 3.541 0.103 0.005 2.303

430 5 200 -15.318 4601.065 -0.395 -0.103 0 -4.742430 7 214 -15.682 -101.366 -9.64 0.04 0.012 -1.931

428 6 201 -15.8 2797.997 -0.957 0.028 -0.001 -3.052

438 7 215 -16.301 104.91 11.719 -0.03 0.017 1.622

436 7 207 -16.613 4030.767 -4.276 0.014 0.006 4.235

432 6 199 -17.126 2792.456 1.523 0.014 0.003 -3.025

475 5 224 -18.031 3684.233 5.464 0.009 -0.016 1.395

429 6 216 -18.044 49.274 0.515 -0.016 0.001 1.091

370 6 36 -18.136 5892.866 -2.35 -0.258 -0.005 -6.759

427 5 218 -18.675 -198.382 -6.044 -0.04 -0.008 2.434

420 7 186 -18.896 913.386 17.753 -0.01 -0.014 2.044

427 6 218 -19.175 -165.586 -3.663 -0.026 -0.005 1.606

403 7 181 -19.259 2736.161 28.189 -0.013 -0.039 0.571

372 7 182 -20.103 -1441.064 -12.418 -0.116 0.023 -4.159

435 5 217 -20.12 909.247 16.504 0.026 -0.023 -2.393

308 6 180 -20.525 -580.462 -0.119 0.427 -0.001 4.299

431 6 214 -20.619 -78.122 2.287 0.062 0.004 1.486

430 6 200 -20.693 2922.033 -0.247 -0.062 0 -3.016

426 7 202 -22.418 3115.836 27.221 0.077 0.044 -1.499

411 7 211 -22.422 -271.6 41.186 0.025 0.051 2.148367 7 177 -23.561 -2299.514 14.895 -0.171 -0.019 -5.629

366 6 36 -23.719 5418.43 4.566 -0.238 -0.008 6.171

365 6 67 -24.071 5357.149 4.334 -0.249 -0.007 5.873

386 6 196 -24.846 -896.967 -2.688 0.242 0.004 -3.475

425 7 218 -24.975 -681.205 33.636 -0.011 -0.038 -2.595

333 6 181 -26.068 -1461.632 -5.379 -0.263 -0.007 4.336

436 5 207 -27.273 4695.049 15.211 -0.043 -0.024 4.982

362 7 192 -27.468 -1774.195 -40.959 0.073 -0.063 6.214

385 6 195 -27.482 -977.647 -1.058 0.249 0.001 -3.589




439 7 206 -27.49 3801.108 -7.032 0.029 -0.014 -4.034

427 7 218 -27.865 -127.233 21.505 -0.083 0.032 2.077

336 6 33 -31.088 5266.544 -6.181 0.222 0.011 5.925

371 6 157 -31.188 5014.31 0.249 0.424 0.001 -4.104

374 7 64 -31.714 7255.048 -27.352 0.326 -0.059 -9.36

367 6 33 -32.275 5871.945 1.729 0.261 0.003 -6.668

440 7 213 -34.424 110.582 -5.551 -0.029 -0.009 1.647

280 6 177 -34.567 -603.436 0.188 -0.426 0.001 4.329

374 6 184 -34.992 -1072.741 1.663 -0.356 -0.003 -3.265

372 6 182 -38.555 -860.764 3.529 -0.226 -0.005 -3.263

334 6 95 -39.894 5476.05 -2.189 0.355 0.003 6.554

371 7 157 -43.288 6718.33 22.989 0.4 0.04 -6.432318 7 103 -43.365 -2288.339 -8.048 -0.009 -0.003 -0.274

280 7 2 -44.264 5944.675 11.345 0.415 -0.023 3.982

280 5 2 -51.651 6892.972 0.761 0.71 -0.002 5.735

314 7 72 -53.253 -2256.817 21.61 -0.037 -0.033 -0.239

367 5 177 -53.435 -2249.662 -1.908 -0.444 0.002 -6.202

475 7 224 -54.359 3095.591 -1.159 0.006 0.002 1.06

371 5 181 -56.714 -1064.061 -1.358 -0.708 0.002 -6.191

243 6 157 -62.203 4459.92 -6.963 0.552 0.009 3.094

333 5 126 -63.021 8079.319 7.804 0.448 -0.014 9.284

392 6 202 -63.068 -1362.992 6.853 -0.426 -0.007 -3.665

344 7 35 -63.476 214.397 -1.983 0.007 0.001 -0.147

322 6 138 -64.208 1361.932 14.418 -0.051 0.012 -2.913

308 7 5 -69.037 6000.172 20.034 -0.763 -0.034 4.063

286 6 10 -69.38 1344.328 1.844 0.001 -0.004 2.059

333 7 181 -71.477 -1524.91 3.73 -0.171 0.009 5.45

308 5 5 -72.723 6854.886 -0.734 -0.712 0.003 5.669

370 5 180 -74.914 -2284.625 2.832 0.441 -0.003 -6.155

373 5 95 -78.715 11036.544 -3.043 0.318 -0.004 -12.039

335 5 183 -80.68 -1352.93 4.596 -0.318 0.008 8.281393 5 203 -80.814 -1520.944 -5.489 0.894 0.005 -5.233

12 5 2 -81.269 6150.033 5.309 -0.897 -0.008 4.354

387 5 197 -82.28 -2082.986 -2.113 0.687 0.004 -5.271

285 5 14 -83.375 6705.036 -1.312 -0.683 0.004 5.714

343 7 66 -83.626 233.872 -15.976 0 0.057 -0.085

322 7 138 -83.977 5537.965 45.102 -0.074 0.039 -7.633

364 5 98 -89.623 7338.802 6.779 -0.403 -0.012 8.215

322 5 138 -95.966 1792.646 18.31 -0.076 0.014 -4.25

373 6 95 -100.165 7585.52 -1.841 0.189 -0.002 -8.204




335 6 183 -101.451 -851.457 2.867 -0.189 0.005 5.501

384 5 194 -101.49 -1539.306 6.654 0.437 -0.009 -5.039

370 7 180 -102.326 -2389.699 9.712 0.551 -0.019 -5.71

285 7 203 -108.044 -712.417 20.73 0.504 0.025 4.386

366 5 36 -122.877 7439.844 6.756 -0.408 -0.012 8.608

365 5 67 -124.639 7352.129 6.906 -0.426 -0.011 8.184

386 5 196 -125.02 -1444.64 -3.442 0.415 0.005 -4.961

286 7 10 -125.714 -1740.788 -39.334 0.011 0.039 -0.783

385 5 195 -130.242 -1561.217 -1.549 0.425 0.002 -5.121

194 7 201 -130.588 -2224.943 -46.256 -0.022 -0.047 9.086

391 7 134 -133.913 11091.239 -18.246 0.018 -0.021 -11.495

393 7 5 -135.935 6741.42 21.079 -0.667 0.032 -6.96336 5 33 -137.626 7188.526 -8.116 0.387 0.014 8.2

374 5 184 -142.023 -1734.969 3.064 -0.592 -0.005 -4.615

372 5 182 -148.881 -1355.424 4.163 -0.392 -0.006 -4.61

334 5 95 -149.384 7564.289 -3.792 0.59 0.006 9.328

282 7 35 -149.556 569.887 3.019 -0.009 0.015 -0.928

378 5 72 -150.921 9901.636 3.194 -0.083 0.006 -11.263

384 7 194 -153.132 -1665.56 -5.984 0.552 0.007 -4.631

358 5 188 -153.876 -2518.525 4.68 0.067 0.006 6.982

376 5 134 -160.63 10184.49 4.011 -0.059 0.009 -12.001

356 5 186 -160.727 -2295.148 -1.477 0.069 -0.002 7.031

310 6 45 -161.418 1622.336 -3.49 0.005 -0.006 -3.249

243 5 157 -162.299 6130.135 -7.998 0.895 0.011 4.327

392 5 202 -164.077 -2106.321 6.621 -0.699 -0.006 -5.247

364 7 98 -171.747 6512.616 -18.23 -0.557 0.035 6.661

96 7 64 -172.811 8220.004 8.418 0.194 -0.024 4.949

286 5 10 -176.712 1737.68 3.463 0.001 -0.005 2.874

194 6 201 -185.275 -2558.608 1.603 0.051 0.003 6.687

366 7 36 -185.628 6615.63 24.808 -0.51 -0.035 7.064

378 6 72 -187.378 6917.786 2.144 -0.04 0.004 -7.767391 6 134 -187.981 7637.979 4.979 -0.052 0.008 -6.868

358 6 188 -189.923 -1600.716 3.408 0.029 0.004 4.74

283 6 4 -191.932 257.914 -1.688 0.017 -0.004 -0.203

3 6 11 -192.145 282.577 1.86 -0.016 0.005 -0.265

47 7 198 -194.483 -2290.614 23.196 -0.157 0.029 9.121

356 6 186 -196.046 -1444.57 -1.312 0.03 -0.002 4.775

376 6 134 -197.481 7113.338 2.563 -0.023 0.006 -8.278

362 5 192 -198.085 -2577.079 -1.236 -0.094 -0.001 7.082

389 7 199 -199.358 -5041.289 22.357 -0.008 -0.004 -8.653




342 7 97 -199.851 124.958 -14.86 -0.042 0.051 -0.277

145 7 95 -200.51 8215.76 50.225 -0.025 -0.083 4.935

387 7 197 -200.561 -2844.182 -11.175 0.487 0.019 -5.06

388 7 41 -201.21 11058.771 16.107 0.164 0.01 -11.386

377 5 103 -202.154 10054.435 0.995 -0.119 0.002 -11.42

369 7 45 -202.973 10320.909 -31.594 -0.07 -0.045 -12.767

357 5 187 -203.096 -2384.475 1.843 0.119 0.003 7.257

326 6 165 -204.744 1627.237 -11.115 -0.06 0.014 2.256

382 5 76 -208.061 9964.441 1.442 0.11 0.002 -11.329

362 6 192 -214.978 -1637.405 -0.327 -0.045 0 4.803

310 7 45 -215.708 5708.811 69.451 0.005 0.079 -7.911

12 7 2 -217.129 4576.66 -6.478 -0.656 0.009 0.962382 6 76 -220.599 6957.834 1.658 0.057 0.003 -7.81

390 7 200 -221.866 -5054.322 30.807 -0.191 -0.025 -8.66

397 7 207 -223.576 -4723.238 18.388 -0.014 -0.023 -8.492

377 6 103 -224.685 7022.486 0.631 -0.061 0.001 -7.875

357 6 187 -224.866 -1505.039 0.96 0.061 0.002 4.929

386 7 196 -226.79 -1561.928 9.697 0.566 -0.016 -4.541

357 7 187 -228.525 -1718.611 -22.483 0.244 -0.021 6.472

321 7 138 -228.81 8763.339 -7.349 0.017 0.015 6.48

307 7 179 -230.656 -944.094 -35.706 -0.078 -0.05 7.594

388 6 41 -231.037 7639.525 0.791 0.04 0.002 -6.856

373 7 95 -232.252 10157.533 -12.239 0.08 -0.036 -11.623

309 6 204 -232.689 -3274.504 0.313 -0.025 0.001 6.784

394 6 36 -233.589 6960.231 -0.937 0.055 -0.003 -5.172

47 6 198 -234.024 -2553.04 -1.435 -0.056 -0.003 6.701

335 7 183 -239.338 -784.086 -0.776 -0.082 0.006 7.195

365 7 67 -241.638 6528.975 -11.406 -0.567 0.031 6.639

385 7 195 -243.627 -1683.542 1.534 0.567 -0.004 -4.708

397 6 207 -245.102 -2599.458 -6.307 0.058 0.007 -6.664

232 5 166 -247.169 365.038 -4.809 0.016 -0.016 -0.382321 6 138 -248.34 7628.514 -17.208 -0.05 0.024 6.879

310 5 45 -249.326 2199.134 -5.608 0.008 -0.009 -4.774

134 7 104 -251.263 689.58 29.79 0.066 0.073 -1.179

361 6 191 -257.304 -1524.887 -1.953 -0.055 -0.003 4.946

361 5 191 -260.156 -2412.276 -3.206 -0.109 -0.005 7.277

360 6 190 -261.07 -1492.863 -5.301 -0.059 -0.008 4.84

381 6 107 -263.94 7048.59 -1.519 0.055 -0.002 -7.936

377 7 103 -264.336 9488.09 -8.294 -0.246 -0.022 -11.428

358 7 188 -266.14 -1813 -45.018 0.184 -0.058 6.247




392 7 202 -266.541 -2989.947 34.098 -0.656 -0.033 -5.127

318 6 107 -267.023 1618.75 -1.374 0.009 -0.003 -3.132

314 6 76 -268.688 1613.308 -2.927 -0.006 -0.004 -3.125

380 6 138 -270.31 7037.104 -2.554 0.058 -0.003 -8.021

381 5 107 -271.295 10091.641 -2.018 0.108 -0.003 -11.511

317 6 206 -273.311 -3130.888 8.342 -0.001 0.009 6.551

360 5 190 -274.499 -2370.056 -7.064 -0.113 -0.01 7.134

313 6 205 -275.645 -3116.834 3.97 0.003 0.004 6.531

194 5 201 -277.46 -4033.469 1.346 0.077 0.003 10.015

396 6 98 -277.649 6787.837 5.035 0.008 0.008 -4.965

395 6 67 -279.823 6773.794 2.519 -0.006 0.004 -4.949

391 5 134 -282.482 11108.679 8.798 -0.079 0.014 -10.111381 7 107 -288.423 9461.581 -3.516 -0.073 -0.003 -11.433

380 5 138 -289.157 10073.972 -2.933 0.114 -0.003 -11.62

243 7 157 -293.762 4516.892 11.679 0.842 -0.018 0.753

395 7 67 -295.385 10159.222 43.821 0.068 0.069 -10.156

396 7 98 -297.866 10189.237 -2.344 0.088 0.003 -10.196

355 5 185 -299.667 -3349.945 -5.402 0.112 -0.01 8.546

355 6 185 -301.217 -2167.267 -2.853 0.057 -0.006 5.809

361 7 191 -307.383 -1579.113 -16.717 0.072 -0.024 6.37

326 7 165 -309.617 -1608.761 -25.148 -0.108 0.029 -0.745

375 6 165 -313.448 6473.048 -5.106 -0.164 -0.009 -5.372

375 5 165 -314.799 9278.255 -8.435 -0.283 -0.015 -7.838

317 7 206 -316.617 -2936.557 8.845 -0.108 0.005 8.242

378 7 72 -319.962 9313.225 -56.731 -0.229 -0.106 -11.154

313 7 205 -321.44 -2909.572 11.141 -0.114 0.018 8.202

306 7 178 -321.52 -1022.14 -30.736 0.348 -0.04 7.729

469 6 95 -324.608 2145.766 1.562 0.104 0.004 -2.677

468 6 64 -324.75 2145.89 -0.87 -0.104 -0.003 -2.678

468 7 220 -334.016 953.115 -42.899 0.128 0.086 -0.806

360 7 190 -335.506 -1628.375 20.752 0.076 0.022 6.305380 7 138 -341.821 9386.138 16.31 -0.058 0.032 -11.3

232 6 166 -347.037 286.588 -3.646 0.012 -0.012 -0.28

388 5 41 -350.663 11111.22 -0.959 0.063 0 -10.093

309 5 204 -352.704 -5101.994 3.499 -0.039 0.005 10.17

47 5 198 -354.524 -4024.592 -1.077 -0.083 -0.003 10.038

394 5 36 -354.638 10102.707 -1.319 0.082 -0.004 -7.593

356 7 186 -355.066 -1641.015 13.5 0.211 0.022 6.339

368 7 41 -359.678 10399.96 -39.608 -0.209 -0.066 -12.868

85 7 73 -363.789 692.689 -7.085 0.07 -0.052 -1.19




3 7 3 -364.816 -65.694 -3.391 0.014 0.009 -0.761

376 7 134 -371.786 9579.431 30.652 -0.178 0.054 -11.794

469 7 223 -375.032 949.128 -39.708 -0.153 0.085 -0.815

368 6 41 -384.78 7694.073 1.439 -0.044 0.003 -8.939

306 6 178 -388.365 -992.728 -1.325 0.149 -0.001 5.855

326 5 165 -390.888 2179.629 -15.607 -0.089 0.018 3.181

307 6 179 -393.799 -987.597 1.612 -0.146 0.002 5.848

369 6 45 -395.579 7697.495 -0.936 0.041 -0.002 -8.957

36 7 42 -398.532 573.774 27.494 0.067 0.06 -0.931

397 5 207 -404.459 -4098.166 -11.11 0.088 0.012 -9.981

390 6 103 -404.581 7292.629 -1.509 0.063 -0.002 -6.388

145 6 200 -405.343 -2813.13 1.14 0.073 0.001 6.403389 6 72 -405.381 7291.274 -1.054 -0.061 -0.002 -6.386

96 6 199 -406.145 -2812.306 -4.548 -0.073 -0.005 6.402

321 5 138 -410.013 11097.702 -24.17 -0.074 0.034 10.138

309 7 204 -411.936 -3295.054 48.623 -0.149 0.055 8.595

318 5 107 -415.318 2193.254 -3.689 0.015 -0.005 -4.604

314 5 76 -418.085 2185.243 -4.773 -0.01 -0.006 -4.593

368 5 41 -419.35 11035.399 2.617 -0.093 0.005 -12.973

317 5 206 -420.962 -4891.051 12.225 -0.001 0.014 9.826

394 7 36 -421.712 10225.429 50.514 0.153 0.075 -9.956

306 5 178 -423.069 -1660.037 -0.623 0.259 0 8.612

359 6 138 -424.513 7717.902 8.338 0.041 -0.012 9.133

313 5 205 -424.85 -4870.186 7.287 0.005 0.008 9.796

379 6 189 -425.055 -1021.694 10.311 -0.145 -0.013 -5.732

396 5 98 -427.108 9848.902 8.416 0.012 0.013 -7.287

355 7 185 -427.139 -2569.142 22.398 0.233 0.026 7.572

395 5 67 -430.703 9827.516 4.098 -0.009 0.006 -7.262

307 5 179 -433.386 -1651.691 1.43 -0.255 0.001 8.599

369 5 45 -439.101 11040.778 -1.6 0.088 -0.003 -13.001

342 6 128 -462.369 401.321 -2.856 0.025 -0.01 -0.654375 7 165 -463.986 8764.052 10.394 -0.377 0.016 -8.187

90 6 73 -472.018 177.917 1.444 -0.001 -0.001 0.036

338 6 127 -474.585 336.199 -1.659 0.003 -0.007 -0.322

139 6 104 -480.119 180.314 -1.833 0.001 0.002 0.038

340 6 65 -483.005 313.569 3.771 -0.003 0.009 -0.255

183 7 135 -497.246 581.575 36.973 0.055 0.118 -0.949

232 7 158 -500.959 -102.98 5.549 -0.028 -0.009 -0.852

344 6 66 -501.233 334.959 0.518 0.002 0.004 -0.346

343 6 97 -508.305 317.317 0.029 0 0 -0.296




469 5 95 -522.738 3344.659 2.465 0.163 0.007 -4.143

468 5 64 -522.97 3344.881 -1.341 -0.163 -0.004 -4.143

341 7 159 -528.06 1660.355 -2.799 0.016 -0.007 -1.841

139 7 104 -541.324 -1603.059 -3.146 0.003 -0.043 -1.783

363 6 129 -566.437 5866.325 5.906 -0.268 -0.011 6.79

41 6 42 -569.187 111.428 -1.083 0 0.008 -0.03

342 5 128 -577.419 511.242 -4.32 0.039 -0.015 -0.912

383 6 193 -580.089 -613.206 9.587 0.447 -0.012 -4.19

325 6 169 -585.536 4808.225 -2.139 0.439 0.003 4.029

398 6 208 -595.912 -1004.612 -12.079 -0.567 0.014 -3.564

338 5 127 -601.547 412.016 -2.186 0.005 -0.009 -0.4

337 6 158 -604.391 317.98 -1.156 -0.013 -0.001 -0.32340 5 65 -614.79 368.359 5.312 -0.004 0.012 -0.269

282 6 35 -618.292 328.317 -0.914 -0.012 -0.006 -0.346

281 6 34 -619.491 331.777 0.571 0.012 0.004 -0.362

390 5 103 -634.182 10596.089 -2.011 0.104 -0.003 -9.395

389 5 72 -635.42 10594.467 -1.779 -0.101 -0.002 -9.393

145 5 200 -635.827 -4449.17 0.76 0.122 0.001 9.61

96 5 199 -637.188 -4448.101 -5.985 -0.122 -0.006 9.61

344 5 66 -639.972 403.779 1.153 0.003 0.006 -0.42

343 5 97 -648.123 378.883 0.032 0 0.001 -0.347

398 7 208 -666.008 -2558.048 -2.508 -0.864 0.004 -4.315

325 7 169 -671.18 4973.349 12.636 0.708 -0.019 2.658

359 7 138 -683.37 9575.314 -10.455 -0.08 0.021 10.811

237 7 168 -692.086 2279.645 58.386 -0.181 0.058 -2.349

379 7 189 -694.095 -1766.446 -0.057 -0.06 0 -7.363

134 6 104 -699.883 236.944 -0.841 -0.009 -0.003 -0.188

85 6 73 -700.413 237.244 0.15 0.009 0.002 -0.188

339 6 96 -733.566 324.966 -0.008 0 0.002 -0.372

90 5 73 -746.08 237.86 2.358 -0.002 -0.001 0.042

139 5 104 -757.901 241.665 -2.943 0.001 0.003 0.045359 5 138 -765.87 11068.218 12.533 0.089 -0.018 13.253

379 5 189 -767.1 -1700.172 14.664 -0.255 -0.019 -8.428

188 6 137 -769.344 410.074 -65.023 0.094 -0.069 -0.433

41 7 42 -775.089 -1319.633 -5.809 0.001 -0.035 -1.494

383 7 193 -785.756 -1279.283 -1.186 0.806 0.001 -5.408

363 7 129 -791.802 7122.33 -4.655 -0.574 0.007 7.713

337 5 158 -795.527 362.652 -1.46 -0.023 0 -0.312

237 6 168 -798.943 483.978 30.393 -0.109 0.029 -0.529

282 5 35 -813.482 412.376 -0.85 -0.022 -0.007 -0.452




281 5 34 -818.924 417.731 0.4 0.022 0.005 -0.477

284 6 11 -830.635 108.16 -0.093 0 -0.003 -0.022

283 7 4 -842.363 672.25 -3.221 0.005 -0.008 -1.211

470 6 168 -851.338 1218.398 -0.593 -0.003 -0.005 -1.185

41 5 42 -908.682 135.284 -1.798 0 0.01 -0.052

36 6 42 -913.722 223.768 -9.616 -0.011 -0.025 -0.17

44 6 35 -922.298 316.3 8.763 0.009 0.021 -0.402

142 6 97 -952.95 298.048 2.036 -0.002 0.006 -0.351

93 6 66 -965.556 299.388 -0.714 -0.001 -0.002 -0.356

183 6 135 -976.527 215.57 9.732 0.008 0.03 -0.15

363 5 129 -980.656 8076.412 9.594 -0.458 -0.018 9.492

325 5 169 -990.106 6601.145 -1.29 0.717 0.002 5.608383 5 193 -1003.961 -1073.18 16.566 0.744 -0.021 -5.975

398 5 208 -1006.609 -1620.454 -21.41 -0.921 0.025 -5.088

134 5 104 -1012.919 274.339 -0.944 -0.013 -0.004 -0.215

85 5 73 -1013.956 274.831 -0.148 0.013 0.002 -0.216

188 7 137 -1017.397 2077.704-

235.611 0.042 -0.245 -2.123

339 5 96 -1026.728 390.262 -0.022 0 0.003 -0.467

341 6 159 -1026.843 1170.697 -3.334 0.017 -0.009 -1.039

284 7 11 -1039.546 -1392.431 6.644 0.002 -0.011 -1.555

237 5 168 -1119.838 729.642 43.367 -0.16 0.041 -0.827463 6 223 -1134.288 2757.17 -0.125 0 -0.001 -2.773

340 7 65 -1205.351 547.343 -16.554 -0.016 -0.049 -0.814

36 5 42 -1205.372 250.744 -12.852 -0.013 -0.033 -0.179

44 5 35 -1218.752 396.991 11.628 0.011 0.027 -0.545

188 5 137 -1238.123 615.285 -89.259 0.145 -0.095 -0.69

472 7 225 -1253.34 -3705.11 -4.593 1.114 0.009 -1.8

470 5 168 -1253.589 1669.582 -1.302 -0.004 -0.009 -1.554

191 7 137 -1253.741 3651.92 -50.174 -1.049 0.083 3.29

471 7 224 -1254.9 -21.038 4.185 0.01 -0.003 -2.321338 7 127 -1286.476 576.937 0.138 0.015 -0.001 -0.9

472 6 225 -1291.462 -2516.882 -15.053 0.851 0.011 -1.582

471 6 224 -1295.685 241.913 -5.346 0.001 0.006 -1.561

191 6 137 -1299.32 2993.275 -19.462 -0.828 0.028 3.051

183 5 135 -1315.45 237.907 13.471 0.01 0.042 -0.148

337 7 158 -1334.875 553.286 -3.476 -0.028 0 -0.905

142 5 97 -1401.652 365.701 2.791 -0.003 0.008 -0.461

93 5 66 -1422.449 367.849 -0.586 -0.001 -0.002 -0.467

341 5 159 -1447.583 1601.021 -5.423 0.03 -0.015 -1.337

470 7 168 -1456.921 1748.79 9.887 -0.008 0.017 -2.055




284 5 11 -1461.553 129.204 -0.216 -0.001 -0.004 -0.051

281 7 34 -1509.237 605.761 -5.903 0.025 -0.019 -1.023

463 7 223 -1543.541 3825.275 -17.045 0 -0.051 -4.05

339 7 96 -1581.383 563.317 -6.33 0 -0.027 -0.974

463 5 223 -1809.209 4363.364 -0.205 0 -0.002 -4.421

44 7 35 -1825.722 700.253 -23.648 -0.071 -0.058 -1.334

142 7 97 -2001.345 758.666 -37.439 -0.08 -0.098 -1.487

90 7 73 -2100.006 -1599.022-

307.606 -0.086 0.262 -1.795

93 7 66 -2111.091 754.42 -76.896 -0.096 -0.162 -1.48

240 6 168 -2138.294 3065.993 1.061 0.849 -0.002 3.138

473 6 226 -2141.93 308.25 -13.055 0.001 0.011 -1.585474 6 227 -2146.152 -2441.97 -3.348 -0.823 0.001 -1.719

472 5 225 -2274.945 -3983.453 -21.261 1.427 0.016 -2.497

471 5 224 -2281.293 331.229 -8.429 0 0.01 -2.463

191 5 137 -2286.757 4634.496 -26.461 -1.395 0.038 4.755

473 7 226 -2571.422 7.828 -13.011 -0.001 0.019 -2.418

240 7 168 -2572.581 3745.796 41.348 1.254 -0.045 3.339

474 7 227 -2572.982 -3718.912 -4.232 -1.232 0.002 -1.954

240 5 168 -3687.497 4759.519 -0.307 1.41 -0.001 4.916

473 5 226 -3692.961 451.861 -18.339 0.002 0.015 -2.492

474 5 227 -3699.309 -3844.258 -5.507 -1.369 0.002 -2.731

b. Bentang Bersih struktur minimal 4x Tinggi efekt i fnya

Tinggi efektif =(d)=400-(40 +10+1/2 x 16 )=342 mm x4 = 1368 mm.

Bentang bersih balok = Bentang Balok –dimensi kolom

= 6000 -300mm =5700 mm

Jadi 5700 mm > 1368 mm……………………………………….AMAN

c. Perbandingan Lebar dan t inggi minim al 0,3

B=200 mm, h =400 mm, b/h =200/400 =0,5

Jadi 0,5 > 0,3 ……………………………………………………AMAN




d. Persyaratan Tulangan Longitudin al

Luas Tulangan atas dan bawah tidak boleh kurang dari

persyaratan tulangan minimum untuk struktur lentur sesuai SNI

Beton 03-2847-2002 Pasal 12.5:

As min = =

= 250 mm2

As min = =

= 239.4 mm2

Berdasarkan output luas tulangan dari staadpro untuk balok

induk didaerah lapangan bagian atas 2d16= 401.92 mm2 dan

bagian bawah 3d16 = 602.88 mm2, sehingga luas tulangan total =

1004.8 mm2 >250 mm2..AMAN

Cek Ratio Tulangan

=

= 0,01

ρb = ( ) ( )

=

= 0,02

ρ MAX = 0,75 x ρb =0,75 x 0,02= 0,015

Berdasarkan SNI Beton 03-2847-2002 Pasal 23.3.2, Batas

ratio tulangan yang digunakan adalah 0,025

Jadi < ρ MAX dan < 0,025………………………………….AMAN

e. Persyaratan Tulangan Geser

Tulangan geser / sengkang yang dipasang pada sendi

plastis harus memenuhi persyratan sebagai berikut :

Sengkang tertutup pertama harus dipasang ≤ 50 mm dari muka

tumpuan

Jarak sengkang tidak boleh lebih = dari d/4




Cek : jarak sengkang tumpuan 100 mm < 400/4=100………..AMAN

Jarak sengkang tidak boleh lebih dari 8Dutama

Cek : jarak sengkang tumpuan 100 mm < 8x16=128………...AMAN

Jarak sengkang tidak boleh lebih dari 24Dsengkang

Cek : jarak sengkang tumpuan 100 mm < 24x10=240…….....AMAN

Jarak sengkang tidak melebihi 300 mm

Cek : jarak sengkang tumpuan 100mm < 300……...…….....AMAN

Jarak sengkang maksmum disepanjang balok adalah d/2

Cek : Jarak sengkang lapangan 120 mm < 400/2 =200mm…AMAN



REDESAIN KOLOM TAHAN GEMPA REV 0

V .DESAIN KOLOM

5.0 DESAIN BALOK INDUK 300X300

Perhitungan tulangan dilakukan otomatis dari StaadPro.

Program Staad Pro menghitung otomatis jumlah tulangan yang

dibutuhkan dalam desain Kolom.

5.1 Kontrol Persyaratan Kolom pada SRPMK

Berdasarkan SNI Beton 03-2847-2002 pasal 23.4 komponen

struktur yang menerima lentur dan aksial pada SRPMK harus memenuhi

persyaratan sebagai berikut:

a. Gaya aksia l terfaktor maks imal yang bekerja pada kolom harus

meleb ih i 0,1xAgxfc’

Cek : 0,1 x Ag x fc’ = 0,1 x 300 x 300 x 25 Mpa = 225 kN

Dari perhitungan Staadpro gaya aksial ( Pu ) yang terjadi adalah

2257 ( terlampir )

Jadi 2257 < 1470 kN………………………………………..…...AMAN




Terlampir perhitungan Staadpro

Beam L/C Node AxialForce kg

Shear-Ykg

Shear-Zkg

TorsionMTon-m

Moment-Y MTon-m

MomenZ MTonm

193 5 138 43435.43 -1156.27 -114.818 -0.002 0.264 -2.70

193 7 138 41334.28 883.004 470.222 0.001 -0.614 0.66

190 5 136 39708.07 1178.601 268.778 -0.007 -0.314 1.35

43 5 43 39164.99 1194.584 -316.9 -0.001 0.367 1.37

46 5 45 38360.58 -1212.49 301.244 0.003 -0.706 -2.83

46 7 45 37156.96 754.493 750.054 -0.013 -1.265 0.42

141 5 105 37020.97 1130.912 -49.803 -0.001 0.055 1.29

92 5 74 36970.77 1131.347 66.527 0 -0.078 1.29

185 5 129 36860.74 1772.496 -41.523 0 0.114 4.15

132 5 94 36804.19 -1259.31 -645.128 -0.001 0.748 -1.46

83 5 63 36801.58 -1259.69 637.145 0.001 -0.732 -1.46

144 5 107 36250.63 -1177.4 17.996 0.001 -0.046 -2.74

95 5 76 36155.73 -1175.19 -45.783 0.001 0.106 -2.74

144 7 107 36146.26 940.704 488.44 -0.001 -0.654 0.73

95 7 76 36017.5 931.709 397.645 0.004 -0.438 0.71

185 7 129 34610.84 2906.891 513.82 0.009 -0.695 5.40

190 7 136 32941.13 2944.553 -300.738 -0.005 0.826 4.8043 7 43 32857.22 2881.893 -747.657 -0.002 1.35 4.67

132 7 94 31744.93 461.236 -1099.61 0.019 1.781 2.00

83 7 63 31681.87 454.35 -26.601 0.002 0.544 1.9

181 5 125 30228.38 -1860.67 261.069 -0.002 -0.297 -2.14

34 5 32 30159.36 -1885.5 -269.364 -0.002 0.314 -2.17

141 7 105 30106.31 2952.61 -491.575 0.01 1.05 4.88

92 7 74 30055.76 2945.613 -457.985 0.016 1.013 4.86

242 7 169 29898.45 1239.783 1946.149 0.01 -4.069 1.54

193 6 138 29883.27 -778.785 -83.772 -0.002 0.192 -1.82

38 5 36 29521.9 1886.519 212.058 0.005 -0.484 4.4338 7 36 28768.2 2953.186 758.06 -0.021 -1.272 5.58

136 7 98 28082.17 2996.287 569.677 0 -0.827 5.55

87 7 67 28038.44 2984.875 536.436 -0.019 -0.751 5.53

87 5 67 27954.94 1849.426 -9.991 0.002 0.038 4.35

242 5 169 27929.67 -590.61 1732.411 0.003 -4.062 -1.41

136 5 98 27921.45 1851.094 20.26 0 -0.032 4.35

190 6 136 27631.78 791.569 186.945 -0.005 -0.22 0.91

43 6 43 27272.88 801.995 -222.154 -0.001 0.258 0.92

46 6 45 26580.57 -814.261 212.702 0.002 -0.497 -1.90




141 6 105 26042.29 756.194 -33.815 -0.001 0.037 0.86

34 7 32 26022.9 -377.27 -810.433 -0.015 1.449 0.91

92 6 74 26007.67 756.482 45.52 0 -0.053 0.86

132 6 94 25737.69 -861.712 -394.03 -0.001 0.457 -1.00

83 6 63 25736.06 -861.892 389.158 0.001 -0.447 -1.00

181 7 125 25709.43 -299.317 -344.096 0.012 0.908 1.06

144 6 107 25383.91 -792.147 14.586 0.001 -0.037 -1.84

95 6 76 25319.57 -790.639 -32.869 0.001 0.077 -1.84

185 6 129 25226.34 1194.201 -39.835 0 0.103 2.80

11 7 14 23233.13 1044.5 -1283.83 -0.003 3.507 1.20

234 7 160 22944.97 2114.042 1578.205 0.007 -3.184 3.59

9 5 12 22615.75 685.615 1947.275 0.002 -2.245 0.79239 5 167 22278.51 696.366 -1904.14 0 2.193 0.8

234 5 160 22197.86 940.688 1244.876 0.001 -2.895 2.17

11 5 14 21692.39 -684.204 -1944.57 0 4.564 -1.60

181 6 125 21651.28 -1250.02 178.597 -0.001 -0.204 -1.44

34 6 32 21599.48 -1265.76 -183.685 -0.001 0.214 -1.46

38 6 36 21006.41 1265.55 149.597 0.004 -0.342 2.97

87 6 67 20031.78 1238.207 -8.411 0.001 0.029 2.91

136 6 98 20008.46 1239.431 15.098 0 -0.026 2.91

242 6 169 19443.59 -422.771 1201.695 0.002 -2.819 -1.00

230 5 156 17580.53 -1010.69 -1414.06 -0.005 1.638 -1.141 5 1 17580.03 -1059.27 1408.57 0.002 -1.624 -1.22

5 7 5 16667.69 2127.558 -846.527 -0.009 2.49 3.74

5 5 5 16635.72 1059.354 -1383.31 0 3.257 2.48

239 7 167 16540.07 2416.546 -2136.37 0.006 2.943 4.15

9 7 12 16330.12 2279.475 1317.364 -0.003 -1.032 3.87

9 6 12 16115.25 481.834 1348.003 0.001 -1.552 0.55

239 6 167 15906.94 488.316 -1318.09 0 1.516 0.5

234 6 160 15528.83 676.567 897.546 0.001 -2.091 1.56

11 6 14 15347.46 -481.629 -1346.09 -0.001 3.162 -1.12

230 7 156 14712.29 325.359 -1714.32 -0.002 2.49 1.73

1 7 1 13410.7 204.307 840.35 -0.011 -0.458 1.4

1 6 1 12719.06 -751.735 1003.709 0.001 -1.157 -0.86

230 6 156 12718.5 -720.969 -1007.01 -0.003 1.165 -0.81

5 6 5 11939.16 751.326 -987.798 0 2.326 1.76

241 7 168 10289.74 878.162 2678.027 0.008 -4.147 1.54

241 5 168 9769.699 -1175.16 2513.828 0.013 -3.896 -1.95

184 5 128 8754.353 2174.015 -909.58 0.014 2.049 3.04

192 5 137 8494.712 -1671.85 -1175.71 -0.03 2.595 -2.46

233 7 159 8301.372 2778.865 2366.469 0.002 -3.913 4.94




233 5 159 8135.463 1963.864 2270.247 0.002 -3.922 3.55

184 7 128 8104.073 3129.137 -143.238 0.014 0.733 4.94

461 5 222 7318.296 -522.943 -1811.67 0.003 2.083 -0.60

459 5 219 7317.529 -522.765 1810.55 -0.002 -2.08 -0.60

192 7 137 7163.35 564.363 -517.216 -0.106 1.628 1.34

241 6 168 6289.737 -793.252 1635.727 0.009 -2.448 -1.29

184 6 128 5737.056 1437.584 -589.015 0.009 1.311 1.98

461 7 222 5682.594 974.197 -1768.11 0.034 2.291 2.59

459 7 219 5496.588 967.241 1315.788 0.035 -1.253 2.5

192 6 137 5381.002 -1097.12 -781.385 -0.022 1.714 -1.59

233 6 159 5218.29 1282.067 1489.713 0.001 -2.478 2.24

461 6 222 4806.375 -324.733 -1135.85 0.002 1.306 -0.37459 6 219 4805.918 -324.624 1135.158 -0.001 -1.304 -0.37

10 7 13 4184.666 1242.551 -1034.57 -0.012 0.83 2.49

182 5 126 3967.649 -1586.85 176.555 0.017 -0.535 -4.10

8 5 10 3943.867 590.56 1518.629 0.007 -3.97 1.49

189 5 134 3908.099 982.671 139.252 -0.046 -0.366 2.46

35 5 33 3904.054 -1524.77 -186.249 -0.02 0.553 -3.99

42 5 41 3749.483 1095.31 -56.075 -0.011 0.225 2.68

231 5 157 3642.937 -1174.35 -1462.77 -0.019 3.339 -2.6

2 5 2 3628.837 -1141.3 1454.913 0.012 -3.326 -2.5

207 7 135 3546.383 1237.703 85.315 -0.022 -0.032 -1.61133 5 95 3452.218 -1139.38 -418.733 -0.011 1.243 -2.89

84 5 64 3448.845 -1137.82 409.799 0.012 -1.227 -2.89

86 7 66 3373.059 2710.592 565.408 -0.106 -0.896 3.73

91 5 72 3325.931 912.66 11.358 -0.003 -0.055 2.32

140 5 103 3319.059 909.576 -10.054 0.005 0.05 2.31

135 7 97 3281.513 2718.185 639.213 -0.038 -1.034 3.74

42 7 41 3272.935 2890.981 -600.774 0.07 2.024 5.79

189 7 134 3217.914 2886.362 -292.744 -0.13 0.98 5.76

238 5 165 3180.737 477.99 -1567.11 0.008 3.977 1.29

35 7 33 3127.142 -185.06 -813.988 0.014 1.757 -1.6

37 7 35 3122.179 2516.378 725.273 -0.051 -1.003 3.37

207 5 135 3117.816 905.345 36.522 -0.005 -0.013 -0.54

60 7 42 3110.615 -425.88 20.512 0.044 -0.011 -1.90

10 5 13 3035.062 -589.437 -1515.95 -0.005 1.344 -0.5

4 7 4 3017.919 1971.589 -894.485 -0.008 0.89 2.92

182 7 126 3015.78 -177.418 -481.932 0.065 0.765 -1.62

37 5 35 2951.341 1527.956 162.775 0.026 -0.128 1.33

45 5 44 2826.675 -1108.75 51.12 0.014 0.027 -1.16

182 6 126 2809.672 -1066.6 115.577 0.013 -0.359 -2.75




35 6 33 2761.23 -1027.28 -121.758 -0.015 0.37 -2.68

4 5 4 2726.336 1140.901 -1450.55 -0.012 1.771 1.41

91 7 72 2721.397 3125.966 -365.8 0.254 1.306 6.19

109 7 73 2719.552 662.171 -51.109 0.044 0.01 -1.75

158 7 104 2698.466 288.748 51.378 0.038 -0.022 -1.8

140 7 103 2693.165 3152.905 -543.45 0.068 1.811 6.23

8 6 10 2635.627 423.195 954.265 0.004 -2.638 1.0

258 5 168 2610.956 -5981.2 -1303.3 -0.018 -1.092 -2.12

86 5 66 2587.276 1408.375 -5.512 0.001 -0.01 1.1

189 6 134 2572.935 662.38 92.648 -0.034 -0.245 1.66

133 6 95 2570.498 -776.947 -254.393 -0.008 0.758 -1.9

231 7 157 2568.873 8.608 -1682.71 -0.023 3.764 -0.5584 6 64 2568.528 -775.966 249.038 0.009 -0.748 -1.96

23 7 13 2556.295 1952.49 1389.584 -0.001 0.823 -0.47

22 5 11 2547.098 -874.399 1516.504 0.004 1.323 -0.16

23 5 13 2545.544 875.428 1513.698 -0.004 1.323 0.16

45 7 44 2539.947 941.356 595.377 -0.053 -0.08 2.28

258 7 168 2515.505 -3859.43 -881.929 -0.023 -1.019 -2.52

231 6 157 2487.439 -783.42 -968.854 -0.013 2.296 -1.81

2 6 2 2478.819 -763.123 963.944 0.008 -2.289 -1.77

42 6 41 2458.719 734.344 -31.578 -0.01 0.129 1.80

60 5 42 2455.278 -1018.74 -41.425 0.012 0.016 -0.9162 5 44 2450.76 1018.686 -41.29 -0.01 0.016 0.92

135 5 97 2429.146 1415.659 69.297 -0.003 -0.162 1.19

91 6 72 2404.691 618.605 6.159 -0.001 -0.031 1.56

140 6 103 2399.169 616.693 -5.04 0.002 0.026 1.56

256 5 166 2377.68 1350.659 -1518.94 -0.022 -1.332 0.37

253 7 159 2344.738 4199.776 -1496.18 0.004 -0.84 -0.23

94 7 75 2290.622 1339.824 684.878 0.116 -0.244 2.94

143 7 106 2229.669 1324.953 534.725 -0.075 -0.099 2.90

133 7 95 2169.703 652.507 -967.783 0.047 2.244 0.38

238 6 165 2157.869 351.746 -986.677 0.006 2.641 0.93

20 7 4 2137.107 232.345 1018.12 -0.004 1.052 -1.7

84 7 64 2117.229 642.131 -285.541 -0.013 0.197 0.37

94 5 75 2108.665 -1173.07 -5.746 0 -0.006 -1.28

143 5 106 2089.719 -1176.8 5.287 0.004 0 -1.28

252 5 158 2088.438 -925.722 -672.053 -0.011 -1.485 1.31

253 5 159 2071.15 5668.596 -828.17 0.01 -1.216 0.60

20 5 4 2070.794 1136.739 639.102 -0.009 1.48 -1.2

19 5 3 2070.621 -1137.49 638.33 0.009 1.482 1.25

2 7 2 1981.17 -24.167 891.091 0.002 -2.154 -0.61




37 6 35 1978.071 1029.745 106.805 0.02 -0.072 0.90

204 5 128 1965.933 4447.857 18.155 0.026 -0.024 1.60

109 5 73 1905.062 -847.375 9.148 -0.003 -0.003 -0.69

158 5 104 1894.877 -861.244 -6.166 0.006 0.002 -0.69

10 6 13 1877.799 -423.328 -952.756 -0.004 0.701 -0.42

8 7 10 1875.907 2323.586 1024.002 0.001 -2.779 4.5

155 7 97 1853.312 -840.236 -18.761 -0.03 0.01 -2.21

86 6 66 1840.113 951.361 -5.118 0 -0.006 0.80

203 5 127 1820.857 -270.671 -3.954 0.01 0.001 0.83

106 7 66 1820.714 -944.107 -1.082 -0.012 -0.004 -2.24

204 7 128 1811.089 2452.239 -15.492 -0.013 -0.003 -0.11

111 5 75 1806.184 995.455 7.518 0.005 -0.003 0.85207 6 135 1794.389 455.198 17.893 -0.004 -0.007 -0.33

160 5 106 1788.895 982.753 -5.44 -0.005 0.002 0.85

56 5 34 1770.092 -314.482 5.033 -0.013 -0.002 0.76

57 5 35 1767.305 311.207 -0.893 0.005 0.002 -0.76

135 6 97 1737.399 956.163 44.175 -0.001 -0.102 0.81

4 6 4 1724.624 762.459 -962.052 -0.008 1.089 0.89

45 6 44 1693.17 -742.381 28.298 0.011 0.018 -0.77

22 7 11 1645.759 476.007 1365.822 0.004 0.793 -0.81

209 5 137 1638.804 -5198.03 37.836 0.027 -0.017 -1

57 7 35 1637.643 -922.349 -5.003 -0.007 0.001 -2.03258 6 168 1521.368 -3729.9 -815.843 -0.012 -0.523 -1.30

22 6 11 1488.076 -599.584 952.498 0.002 0.685 -0.13

23 6 13 1487.048 599.239 950.975 -0.002 0.685 0.13

256 7 166 1455.934 2397.672 -1201.67 -0.028 -1.235 -0.38

94 6 75 1451.05 -787.293 -3.062 -0.001 -0.004 -0.86

143 6 106 1437.168 -789.642 1.999 0.003 0 -0.86

155 5 97 1417.355 9.655 -1.383 0 0.002 -0.69

106 5 66 1416.082 -15.196 -2.053 -0.003 0 -0.71

154 5 96 1412.977 -128.628 5.504 -0.009 -0.005 0.63

105 5 65 1410.245 -129.194 -2.288 0.005 0.003 0.63

256 6 166 1382.209 803.652 -952.639 -0.014 -0.691 0.20

60 6 42 1366.709 -748.565 -20.878 0.006 0.008 -0.56

62 6 44 1364.072 749.104 -20.618 -0.006 0.008 0.5

56 7 34 1307.164 -1397.05 -2.646 0.007 -0.001 -0.71

203 7 127 1238.37 -1287.22 -12.328 0.019 0.002 -0.71

109 6 73 1232.716 -553.826 4.566 -0.002 -0.002 -0.44

158 6 104 1225.097 -563.309 -2.367 0.004 0.001 -0.44

252 7 158 1210.389 -1390.35 -82.946 -0.014 -1.248 0.29

111 6 75 1171.529 650.28 3.791 0.002 -0.002 0.54




204 6 128 1160.603 2728.568 9.488 0.015 -0.014 1.00

160 6 106 1158.705 643.427 -1.796 -0.003 0.001 0.54

252 6 158 1158.643 -435.227 -368.109 -0.006 -0.787 0.74

253 6 159 1147.634 3431.553 -466.218 0.005 -0.616 0.46

19 6 3 1147.061 -570.407 346.313 0.005 0.784 0.70

20 6 4 1146.319 569.613 345.448 -0.005 0.784 -0.70

238 7 165 1095.637 2363.076 -1613.14 0.012 4.201 4.65

203 6 127 1060.911 -89.566 -4.496 0.008 0.002 0.53

56 6 34 1020.677 -110.358 5.113 -0.01 -0.002 0.49

57 6 35 1019.706 108.879 1.491 0.006 0 -0.49

62 7 44 1012.377 1394.477 19.473 -0.04 -0.01 -0.33

19 7 3 965.999 -1296.58 -344.248 0.01 1.255 0.25155 6 97 874.647 0.329 -0.275 0 0.001 -0.4

106 6 66 874.376 -14.683 -1.24 -0.002 0 -0.45

154 6 96 872.563 -78.715 3.747 -0.006 -0.003 0.39

105 6 65 871.057 -79.332 -1.373 0.003 0.002 0.39

209 6 137 825.093 -3166.37 14.531 0.017 -0.008 -1.02

111 7 75 537.83 1409.34 173.093 -0.015 -0.062 -0.61

154 7 96 537.569 -1248.33 4.485 -0.003 -0.009 -1.23

105 7 65 490.558 -1142.31 -21.124 0.03 0.012 -1.20

160 7 106 477.086 1791.171 47.624 -0.035 -0.021 -0.54

209 7 137 165.143 -3740.31 -40.893 0.014 0.007 -2.52209 7 145 -87.298 3740.309 40.893 -0.014 0.006 1.40

238 7 166 -187.459 -2363.08 1613.137 -0.012 1.445 3.6

160 7 114 -399.241 -1791.17 -47.624 0.035 0.007 1.07

105 7 70 -412.713 1142.305 21.124 -0.03 -0.006 0.86

154 7 101 -459.724 1248.333 -4.485 0.003 0.008 0.86

111 7 83 -459.985 -1409.34 -173.093 0.015 0.01 1.03

209 6 145 -760.223 3166.374 -14.531 -0.017 0.003 0.07

105 6 70 -806.186 79.332 1.373 -0.003 -0.001 -0.4

154 6 101 -807.693 78.715 -3.747 0.006 0.002 -0.42

106 6 71 -809.505 14.683 1.24 0.002 0 0.44

155 6 102 -809.776 -0.329 0.275 0 -0.001 0.4

19 7 8 -888.154 1296.577 344.248 -0.01 -1.152 -0.64

62 7 52 -934.532 -1394.48 -19.473 0.04 0.005 0.75

57 6 40 -954.835 -108.879 -1.491 -0.006 -0.001 0.52

56 6 39 -955.807 110.358 -5.113 0.01 0.001 -0.52

8 7 11 -967.73 -2323.59 -1024 -0.001 -0.805 3.56

203 6 132 -996.041 89.566 4.496 -0.008 0 -0.56

2 7 3 -1072.99 24.167 -891.091 -0.002 -0.965 0.52

20 6 9 -1081.45 -569.613 -345.448 0.005 -0.887 0.87




19 6 8 -1082.19 570.407 -346.313 -0.005 -0.888 -0.87

253 6 164 -1082.76 -3431.55 466.218 -0.005 0.755 0.56

252 6 163 -1093.77 435.227 368.109 0.006 0.897 -0.87

160 6 114 -1093.83 -643.427 1.796 0.003 0 -0.35

204 6 133 -1095.73 -2728.57 -9.488 -0.015 0.011 -0.18

111 6 83 -1106.66 -650.28 -3.791 -0.002 0 -0.35

252 7 163 -1132.54 1390.346 82.946 0.014 1.273 -0.70

158 6 113 -1160.23 563.309 2.367 -0.004 0 0.27

203 7 132 -1160.53 1287.217 12.328 -0.019 0.002 0.32

109 6 82 -1167.85 553.826 -4.566 0.002 0 0.27

84 7 65 -1209.05 -642.131 285.541 0.013 0.803 1.87

56 7 39 -1229.32 1397.05 2.646 -0.007 0.002 0.29133 7 96 -1261.53 -652.507 967.783 -0.047 1.143 1.89

62 6 52 -1299.2 -749.104 20.618 0.006 -0.002 -0.34

60 6 51 -1301.84 748.565 20.878 -0.006 -0.002 0.34

256 6 175 -1317.34 -803.652 952.639 0.014 0.977 0.03

105 5 70 -1332.4 129.194 2.288 -0.005 -0.002 -0.6

154 5 101 -1335.13 128.628 -5.504 0.009 0.004 -0.67

106 5 71 -1338.24 15.196 2.053 0.003 0 0.71

155 5 102 -1339.51 -9.655 1.383 0 -0.002 0.70

256 7 175 -1378.09 -2397.67 1201.667 0.028 1.596 1.10

238 6 166 -1401.05 -351.746 986.677 -0.006 0.812 0.2923 6 21 -1422.18 -599.239 -950.975 0.002 -0.97 0.04

22 6 20 -1423.21 599.584 -952.498 -0.002 -0.971 -0.04

258 6 176 -1456.5 3729.897 815.843 0.012 0.767 0.18

57 7 40 -1559.8 922.349 5.003 0.007 0.001 1.75

209 5 145 -1560.96 5198.034 -37.836 -0.027 0.006 0.04

22 7 20 -1567.91 -476.007 -1365.82 -0.004 -1.202 0.96

140 6 104 -1642.36 -616.693 5.04 -0.002 -0.009 0.59

91 6 73 -1647.88 -618.605 -6.159 0.001 0.01 0.59

231 7 158 -1660.7 -8.608 1682.712 0.023 2.125 0.58

57 5 40 -1689.46 -311.207 0.893 -0.005 -0.002 0.86

56 5 39 -1692.25 314.482 -5.033 0.013 0.001 -0.86

42 6 42 -1701.91 -734.344 31.578 0.01 -0.019 0.76

160 5 114 -1711.05 -982.753 5.44 0.005 -0.001 -0.55

2 6 3 -1722 763.123 -963.944 -0.008 -1.085 -0.89

111 5 83 -1728.34 -995.455 -7.518 -0.005 0.001 -0.55

207 6 144 -1729.52 -455.198 -17.893 0.004 0.001 0.47

231 6 158 -1730.62 783.42 968.854 0.013 1.095 -0.9

204 7 133 -1733.24 -2452.24 15.492 0.013 0.008 0.84

106 7 71 -1742.87 944.107 1.082 0.012 0.005 1.96




203 5 132 -1743.01 270.671 3.954 -0.01 0 -0.9

155 7 102 -1775.47 840.236 18.761 0.03 -0.005 1.96

140 7 104 -1784.99 -3152.91 543.45 -0.068 0.091 4.80

84 6 65 -1811.71 775.966 -249.038 -0.009 -0.124 -0.74

91 7 73 -1813.22 -3125.97 365.8 -0.254 -0.026 4.74

133 6 96 -1813.68 776.947 254.393 0.008 0.133 -0.74

189 6 135 -1816.12 -662.38 -92.648 0.034 -0.08 0.65

158 5 113 -1817.03 861.244 6.166 -0.006 -0.001 0.43

109 5 82 -1827.22 847.375 -9.148 0.003 0.001 0.44

8 6 11 -1878.81 -423.195 -954.265 -0.004 -0.702 0.42

204 5 133 -1888.09 -4447.86 -18.155 -0.026 0.018 -0.2

19 5 8 -1992.78 1137.494 -638.33 -0.009 -1.673 -1.5920 5 9 -1992.95 -1136.74 -639.102 0.009 -1.672 1.59

253 5 164 -1993.31 -5668.6 828.17 -0.01 1.465 1.09

35 6 34 -2004.42 1027.28 121.758 0.015 0.056 -0.91

252 5 163 -2010.59 925.722 672.053 0.011 1.686 -1.59

182 6 127 -2052.86 1066.596 -115.577 -0.013 -0.045 -0.97

20 7 9 -2059.26 -232.345 -1018.12 0.004 -1.358 1.7

182 7 127 -2107.6 177.418 481.932 -0.065 0.922 1.00

143 6 107 -2193.98 789.642 -1.999 -0.003 -0.007 -1.89

94 6 76 -2207.87 787.293 3.062 0.001 0.014 -1.89

35 7 34 -2218.97 185.06 813.988 -0.014 1.092 0.99253 7 164 -2266.89 -4199.78 1496.18 -0.004 1.288 1.49

238 5 166 -2272.56 -477.99 1567.112 -0.008 1.508 0.37

256 5 175 -2299.84 -1350.66 1518.936 0.022 1.788 0.0

189 7 135 -2309.74 -2886.36 292.744 0.13 0.045 4.33

42 7 42 -2364.76 -2890.98 600.774 -0.07 0.079 4.32

62 5 52 -2372.91 -1018.69 41.29 0.01 -0.003 -0.61

60 5 51 -2377.43 1018.744 41.425 -0.012 -0.003 0.60

140 5 104 -2410.88 -909.576 10.054 -0.005 -0.014 0.86

91 5 73 -2417.75 -912.66 -11.358 0.003 0.015 0.87

258 7 176 -2437.66 3859.432 881.929 0.023 1.284 1.36

45 6 45 -2449.99 742.381 -28.298 -0.011 -0.117 -1.82

23 5 21 -2467.7 -875.428 -1513.7 0.004 -1.777 0.10

22 5 20 -2469.25 874.399 -1516.5 -0.004 -1.778 -0.10

23 7 21 -2478.45 -1952.49 -1389.58 0.001 -1.24 1.06

4 6 5 -2481.44 -762.459 962.052 0.008 2.278 1.77

135 6 98 -2494.21 -956.163 -44.175 0.001 -0.053 2.5

258 5 176 -2533.11 5981.198 1303.299 0.018 1.483 0.33

84 5 65 -2540.67 1137.816 -409.799 -0.012 -0.208 -1.09

133 5 96 -2544.04 1139.383 418.733 0.011 0.222 -1.09




86 6 67 -2596.93 -951.361 5.118 0 0.024 2.52

158 7 113 -2620.62 -288.748 -51.378 -0.038 0.007 1.92

10 6 14 -2634.61 423.328 952.756 0.004 2.634 -1.0

109 7 82 -2641.71 -662.171 51.109 -0.044 0.005 1.95

2 5 3 -2720.66 1141.3 -1454.91 -0.012 -1.766 -1.41

231 5 158 -2734.76 1174.35 1462.771 0.019 1.781 -1.4

37 6 36 -2734.89 -1029.75 -106.805 -0.02 -0.301 2.69

42 5 42 -2841.31 -1095.31 56.075 0.011 -0.029 1.14

35 5 34 -2995.88 1524.767 186.249 0.02 0.099 -1.34

143 5 107 -2997.9 1176.801 -5.287 -0.004 -0.019 -2.83

189 5 135 -2999.92 -982.671 -139.252 0.046 -0.122 0.97

94 5 76 -3016.84 1173.074 5.746 0 0.026 -2.8260 7 51 -3032.77 425.88 -20.512 -0.044 0.005 1.77

8 5 11 -3035.69 -590.56 -1518.63 -0.007 -1.345 0.57

207 5 144 -3039.97 -905.345 -36.522 0.005 0.003 0.81

182 5 127 -3059.47 1586.847 -176.555 -0.017 -0.083 -1.44

143 7 107 -3137.85 -1324.95 -534.725 0.075 -1.773 1.72

94 7 76 -3198.8 -1339.82 -684.878 -0.116 -2.153 1.74

135 5 98 -3337.32 -1415.66 -69.297 0.003 -0.081 3.75

45 7 45 -3448.12 -941.356 -595.377 0.053 -2.004 1.01

207 7 144 -3468.54 -1237.7 -85.315 0.022 0.006 1.98

86 5 67 -3495.45 -1408.38 5.512 -0.001 0.029 3.744 5 5 -3634.51 -1140.9 1450.545 0.012 3.306 2.57

45 5 45 -3734.85 1108.749 -51.12 -0.014 -0.206 -2.71

37 5 36 -3859.52 -1527.96 -162.775 -0.026 -0.442 4.01

4 7 5 -3926.1 -1971.59 894.485 0.008 2.24 3.97

10 5 14 -3943.24 589.437 1515.953 0.005 3.962 -1.49

37 7 36 -4030.36 -2516.38 -725.273 0.051 -1.536 5.43

459 6 220 -4049.09 324.624 -1135.16 0.001 -2.669 -0.75

461 6 223 -4049.55 324.733 1135.85 -0.002 2.67 -0.75

135 7 98 -4189.69 -2718.19 -639.213 0.038 -1.203 5.76

86 7 67 -4281.24 -2710.59 -565.408 0.106 -1.083 5.75

459 7 220 -4588.4 -967.241 -1315.79 -0.035 -3.352 0.80

461 7 223 -4774.4 -974.197 1768.112 -0.034 3.897 0.81

10 7 14 -5092.84 -1242.55 1034.57 0.012 2.79 1.85

233 6 160 -5975.11 -1282.07 -1489.71 -0.001 -2.736 2.2

192 6 138 -6137.82 1097.117 781.385 0.022 1.021 -2.24

459 5 220 -6409.34 522.765 -1810.55 0.002 -4.257 -1.22

461 5 223 -6410.11 522.943 1811.674 -0.003 4.258 -1.22

184 6 129 -6993.87 -1437.58 589.015 -0.009 0.751 3.04

241 6 169 -7046.55 793.252 -1635.73 -0.009 -3.277 -1.47




192 7 138 -8071.53 -564.363 517.216 0.106 0.182 0.62

233 5 160 -9043.64 -1963.86 -2270.25 -0.002 -4.023 3.31

233 7 160 -9209.55 -2778.87 -2366.47 -0.002 -4.37 4.78

192 5 138 -9402.89 1671.852 1175.705 0.03 1.519 -3.38

184 7 129 -10012.3 -3129.14 143.238 -0.014 -0.232 6.00

241 5 169 -10677.9 1175.164 -2513.83 -0.013 -4.903 -2.15

241 7 169 -11197.9 -878.162 -2678.03 -0.008 -5.226 1.52

184 5 129 -11262.5 -2174.02 909.58 -0.014 1.134 4.56

230 6 157 -11961.7 720.969 1007.005 0.003 2.36 -1.70

1 6 2 -11962.2 751.735 -1003.71 -0.001 -2.356 -1.76

1 7 2 -12502.5 -204.307 -840.35 0.011 -2.484 -0.76

5 6 6 -12696 -751.326 987.798 0 1.132 0.86230 7 157 -13804.1 -325.359 1714.321 0.002 3.51 -0.59

239 6 165 -15150.1 -488.316 1318.094 0 3.097 1.12

9 6 10 -15358.4 -481.834 -1348 -0.001 -3.166 1.1

9 7 10 -15421.9 -2279.48 -1317.36 0.003 -3.579 4

239 7 165 -15631.9 -2416.55 2136.368 -0.006 4.535 4.30

11 6 15 -16104.3 481.629 1346.085 0.001 1.55 -0.55

234 6 161 -16285.7 -676.567 -897.546 -0.001 -1.051 0.80

1 5 2 -16671.8 1059.27 -1408.57 -0.002 -3.306 -2.48

230 5 157 -16672.3 1010.694 1414.055 0.005 3.311 -2.39

5 5 6 -17543.9 -1059.35 1383.311 0 1.585 1.225 7 6 -17575.9 -2127.56 846.527 0.009 0.473 3.70

242 6 170 -20200.4 422.771 -1201.7 -0.002 -1.387 -0.47

136 6 99 -20765.3 -1239.43 -15.098 0 -0.027 1.41

87 6 68 -20788.6 -1238.21 8.411 -0.001 0 1.41

34 6 33 -20842.7 1265.756 183.685 0.001 0.428 -2.96

181 6 126 -20894.5 1250.021 -178.597 0.001 -0.421 -2.93

239 5 165 -21370.3 -696.366 1904.138 0 4.472 1.60

9 5 10 -21707.6 -685.615 -1947.28 -0.002 -4.571 1.60

38 6 37 -21763.2 -1265.55 -149.597 -0.004 -0.182 1.45

11 5 15 -22600.6 684.204 1944.565 0 2.242 -0.7

234 5 161 -23106.1 -940.688 -1244.88 -0.001 -1.462 1.1

234 7 161 -23853.2 -2114.04 -1578.21 -0.007 -2.34 3.80

11 7 15 -24141.3 -1044.5 1283.829 0.003 0.987 2.45

181 7 126 -24801.2 299.317 344.096 -0.012 0.296 -2.11

83 6 64 -24979.2 861.892 -389.158 -0.001 -0.915 -2.01

132 6 95 -24980.9 861.712 394.03 0.001 0.922 -2.01

34 7 33 -25114.7 377.27 810.433 0.015 1.387 -2.23

92 6 72 -25250.8 -756.482 -45.52 0 -0.107 1.78

141 6 103 -25285.5 -756.194 33.815 0.001 0.081 1.78




185 6 130 -25983.2 -1194.2 39.835 0 0.036 1.37

95 6 77 -26076.4 790.639 32.869 -0.001 0.038 -0.92

144 6 108 -26140.7 792.147 -14.586 -0.001 -0.014 -0.92

43 6 41 -26516.1 -801.995 222.154 0.001 0.52 1.88

190 6 134 -26874.9 -791.569 -186.945 0.005 -0.435 1.85

46 6 46 -27337.4 814.261 -212.702 -0.002 -0.247 -0.94

136 5 99 -28829.6 -1851.09 -20.26 0 -0.039 2.12

242 5 170 -28837.9 590.61 -1732.41 -0.003 -2.001 -0.65

87 5 68 -28863.1 -1849.43 9.991 -0.002 -0.003 2.11

87 7 68 -28946.6 -2984.88 -536.436 0.019 -1.127 4.91

136 7 99 -28990.4 -2996.29 -569.677 0 -1.167 4.93

92 7 72 -29147.6 -2945.61 457.985 -0.016 0.59 5.44141 7 103 -29198.1 -2952.61 491.575 -0.01 0.671 5.4

34 5 33 -29251.2 1885.498 269.364 0.002 0.629 -4.4

181 5 126 -29320.2 1860.666 -261.069 0.002 -0.617 -4.36

38 7 37 -29676.4 -2953.19 -758.06 0.021 -1.381 4.75

38 5 37 -30430.1 -1886.52 -212.058 -0.005 -0.258 2.17

193 6 139 -30640.1 778.785 83.772 0.002 0.101 -0.90

83 7 64 -30773.7 -454.35 26.601 -0.002 -0.451 -0

242 7 170 -30806.6 -1239.78 -1946.15 -0.01 -2.742 2.79

132 7 95 -30836.7 -461.236 1099.613 -0.019 2.068 -0.39

43 7 41 -31949 -2881.89 747.657 0.002 1.267 5.41190 7 134 -32032.9 -2944.55 300.738 0.005 0.226 5.49

185 7 130 -35519 -2906.89 -513.82 -0.009 -1.104 4.76

83 5 64 -35893.4 1259.694 -637.145 -0.001 -1.498 -2.94

132 5 95 -35896 1259.307 645.128 0.001 1.51 -2.94

92 5 72 -36062.6 -1131.35 -66.527 0 -0.155 2.66

141 5 103 -36112.8 -1130.91 49.803 0.001 0.119 2.66

95 7 77 -36925.7 -931.709 -397.645 -0.004 -0.953 2.54

144 7 108 -37054.4 -940.704 -488.44 0.001 -1.056 2.56

95 5 77 -37063.9 1175.19 45.783 -0.001 0.054 -1.37

144 5 108 -37158.8 1177.399 -17.996 -0.001 -0.017 -1.37

185 5 130 -37768.9 -1772.5 41.523 0 0.032 2.04

46 7 46 -38065.1 -754.493 -750.054 0.013 -1.36 2.21

43 5 41 -38256.8 -1194.58 316.9 0.001 0.743 2.80

190 5 134 -38799.9 -1178.6 -268.778 0.007 -0.627 2.76

46 5 46 -39268.8 1212.491 -301.244 -0.003 -0.348 -1.40

193 7 139 -42242.5 -883.004 -470.222 -0.001 -1.032 2.42

193 5 139 -44343.6 1156.273 114.818 0.002 0.138 -1.33




b. Sis i terpendek ko lom t idak bo leh kurang dar i 300 mm

Cek: lebar penampang kolom 300 mm > 300 mm…………….AMAN

c. Rasio dimensi t idak boleh kurang dari 0,4

B=300 mm, h =300 mm, b/h =300/300 =1

Jadi 1 > 0,4 ……………………………..…………………………AMAN

d. Persyaratan Tulangan Geser

Tulangan geser / sengkang kolom yang dipasang harus

memenuhi persyaratan sesuai SNI beton 03-2847-2002 Pasal

23.4.4.2 bahwa jarak maksimum sengkang di pilih yang terkecil

diantaranya :

Jarak sengkang tidak boleh lebih dari 6Dutama

Cek : jarak sengkang kolom 90 mm < 6x16=96…….……...AMAN




e. Kuat Kolom

Berdasarkan SNI Beton 03-2847-2002 Pasal 23.4.2.2 Kuat

Kolom harus memenuhi persyratan ∑Mc ≥ 1,2 ∑Mg

Dimana :

∑Mc = Jumlah Mn dua kolom yang bertemu di Join

∑Mg = Jumlah Mn dua Balok yang bertemu di Join

Detail penampang kolom yang dianalisis ditunjukan sebagai berikut.

Gambar 1 Detail kolom yang di tinjau ( warna merah ) dengan

mempertimbangkan balok yang menumpu dan kolom diatasnya.




Gambar 2 Detail Luas Tulangan Kolom dan Balok yang di tinjau

untuk control Strong Coloumn Weak Beam

Besarnya Mn balok dapat diketahui dari luas tulangan sepertiditunjukan sebagai berikut :

Luas tulangan tumpuan balok kiri dan kanan

Didapatkan secara otomatis dengan program staadpro

tulangan tekan dan tulangan tarik yaitu 3D16 maka luas

tulangannya 602.88 mm2

=602.88 +602.88 =1205.76mm

Tinggi balok regangan, a =

=

= 113.4 mm

Momen Nominal, Mn = Ø x As x Fy x (d-a/2)

= 0.8 x 1205.76 x 400 x ( 342 – 113.4/2 ) x 106 = 110kNm




Maka jumlah Mn du balok yang bertemu di join adalah

∑Mg = Mn Balok kiri + Mn Balok Kanan

=110 kNm + 110 kNm

= 220 kNm

Untuk mencari ∑Mc (Jumlah Mn dua kolom yang bertemu di Join )

Dapat diketahui dengan interaksi Mn-Pn ( terlampir ) maka nilai Mn

= 136.55 kNm ( Lampiran terakhir analisa MnPn )

Jadi ∑Mc ≥ 1,2 ∑Mg

136.55 + 136.55 ≥ 1,2 x 220

273.1 ≥ 264 …………AMAN, SYARAT STRONG

COLOUM WEAK BEAM TERPENUHI



Analisis Kekuatan Kolom Beton Bertulang Dengan Diagram Interaksi

ANALISIS KEKUATAN KOLOM BETON BERTULANG

DENGAN DIAGRAM INTERAKSI

[C]2010 : M. Noer Ilham

KODE KOLOM K4

INPUT DATA KOLOM

Kuat tekan beton, f c' = 25 MPa

Tegangan leleh baja, f y = 390 MPa

Lebar kolom, b = 300 mm

Tinggi kolom, h = 300 mm

Tebal brutto selimut beton, ds = 50 mm

Jumlah tulangan, n = 12 buah

Diameter tulangan, D = 16 mm

PERHITUNGAN DIAGRAM INTERAKSI

Modulus elastis baja, Es = 2.E+05 MPa

β1 = 0.85 untuk f c' 30 MPa

β1 = 0.85 - 0.008 (f c' - 30) untuk f c' > 30 MPa

Faktor distribusi tegangan, β1 = 0.85

Luas tulangan total, As = n * / 4 * D2 = 2413 mm

2

Jarak antara tulangan, x = ( h - 2*ds ) / 3 = 66.667 mmRasio tulangan, = As / Ag = 2.68%

Faktor reduksi kekuatan,

= 0.65 untuk Pn ≥ 0.1 * fc' * b * h Untuk : 0 ≤ Pn ≤ 0.1 * f c' * b * h

= 0.80 untuk Pn = 0 = 0.65 + 0.15 * ( Pno - Pn ) / Pno




ANALISIS KOLOM DENGAN DIAGRAM INTERAKSI

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

1300

0 10 20 30 40 50 60 70 80 90

. P

n

( k N )

n (kNm)




No Luas masing-masing tulangan Jarak tulangan thd. sisi beton Pada kondisi teka

1 As1 = 4/12 * As = 804 mm2

d1 = 3*x + ds = 250 mm Pno = 0.80*[ 0.85*

2 A

s2 = 2/12 * A

s =

402 mm

2d

2 = 2*x + d

s=

183 mm

3 As3 = 2/12 * As = 402 mm2

d3 = x + ds = 117 mm 0.1

4 As4 = 4/12 * As = 804 mm2

d4 = ds = 50 mm Pada kondisi bala

c = cb = 600 / (60

As = 2413 mm2

Pada kondisi garis netral terletak pada jarak c dari sisi beton tekan terluar :

Regangan pada masing-masing baja tulangan : εsi = 0.003 * ( c - d i ) / c

Tegangan pada masing-masing baja tulangan :

Untuk | εsi | < f y / Es maka : f si = si* Es

Untuk | εsi | f y / Es maka : f si =| εsi | / si* f y

Jumlah interval jarak grs netral = 134

URAIAN PERHITUNGAN PERSAMAAN

Gaya-gaya internal pada masing-masing baja tulangan : Fsi = Asi * f si * 10-3

Resultan gaya internal baja tulangan : Cs = [ Fsi ]*10-3

Momen akibat gaya internal masing-masing baja tulangan : Msi = Fsi*(h/2 - di)

Ms = Msi

Tinggi blok tegangan tekan beton, a = β1 * c

Gaya internal pada beton tekan : Cc = 0.85 * f c' * b * a * 10-3

Momen akibat gaya internal tekan beton : Mc = Cc * (h - a) / 2

Gaya aksial nominal : Pn = Cs + Cc

Momen nominal : Mn = (Mc + Ms)*10-3

Gaya aksial rencana : Pu = * Pn

Momen rencana : Mu = * Mn




ANALISIS KOLOM DENGAN DIAGRAM INTERAKSI

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

1300

0 10 20 30 40 50 60 70 80 90

. P n

( k N )

n (kNm)




Ms3 Ms4 Ms a Cc Mc Pn Mn Ф Ф.Pn Ф.Mn

kNmm kNmm kNmm mm kN kNmm kN kNm kN kNm

1463.16 31336.62 66461.89 121.22 772.78 69078.61 747.49 135.54 0.65 485.87 88.10

1358.23 31066.79 66252.03 119.32 760.65 68717.92 724.56 134.97 0.65 470.97 87.73

1249.89 30788.22 66035.36 117.41 748.52 68334.15 701.29 134.37 0.65 455.84 87.34

1137.99 30500.47 65811.55 115.51 736.38 67927.29 677.65 133.74 0.65 440.47 86.93

1022.34 30203.07 65580.24 113.61 724.25 67497.34 653.62 133.08 0.65 424.85 86.50

902.74 29895.55 65341.05 111.71 712.12 67044.31 629.19 132.39 0.65 408.97 86.05

779.00 29577.36 65093.58 109.80 699.99 66568.20 604.33 131.66 0.65 392.81 85.58

650.90 29247.95 64837.37 107.90 687.86 66068.99 579.02 130.91 0.65 376.36 85.09

518.20 28906.71 64571.96 106.00 675.73 65546.70 553.24 130.12 0.65 359.61 84.58

380.64 28553.00 64296.85 104.09 663.59 65001.33 526.96 129.30 0.65 342.52 84.04

237.96 28186.11 64011.50 102.19 651.46 64432.87 500.15 128.44 0.65 325.10 83.49

89.87 27805.30 63715.31 100.29 639.33 63841.32 472.79 127.56 0.65 307.31 82.91

-63.95 27409.76 63407.66 98.38 627.20 63226.68 444.84 126.63 0.65 289.14 82.31

-223.84 26998.61 63087.88 96.48 615.07 62588.96 416.26 125.68 0.65 270.57 81.69

-390.17 26570.92 62755.24 94.58 602.94 61928.16 387.02 124.68 0.65 251.56 81.04

-563.32 26125.67 62155.61 92.68 590.81 61244.27 364.68 123.40 0.65 237.04 80.21

-743.74 25661.74 61511.27 90.77 578.67 60537.29 342.49 122.05 0.65 222.62 79.33

-931.88 25177.95 60839.34 88.87 566.54 59807.22 319.88 120.65 0.65 207.92 78.42

-1128.25 24672.98 60138.00 86.97 554.41 59054.07 296.81 119.19 0.65 192.93 77.47

-1333.42 24145.42 59405.28 85.06 542.28 58277.83 273.25 117.68 0.65 177.61 76.49

-1547.97 23593.72 58639.02 83.16 530.15 57478.51 249.16 116.12 0.65 161.95 75.48

-1772.57 23016.18 57836.88 81.26 518.02 56656.10 224.52 114.49 0.65 146.01 74.46

-2007.94 22410.93 56996.26 79.35 505.88 55810.61 199.27 112.81 0.67 132.94 75.26

-2254.88 21775.95 56114.34 77.45 493.75 54942.03 173.38 111.06 0.68 118.66 76.01

-2514.26 21108.97 55187.98 75.55 481.62 54050.36 146.80 109.24 0.70 103.07 76.70

-2787.04 20407.53 54213.75 73.65 469.49 53135.61 119.47 107.35 0.72 86.06 77.33

-3061.53 19701.69 53233.43 71.83 457.88 52238.88 92.57 105.47 0.74 68.34 77.87

146.25 0.00

146.25 70.00

0.00 0.00

1849.77 31365.66 66270.01 128.79 821.02 70284.52 825.85 136.55 0.65 536.80 88.76



PERENCANAANPLAT LANTAI Page 81


BAB VI

PERENCANAAN PLAT LANTAI

6.0 Ketentuan

Gambar 2.1 Kodefikasi Pelat Lantai

Pembahasan pelat pada bab ini meliputi dua jenis pelat, yakni pelat

lantai dan pelat atap. Adapun ketentuan-ketentuan berupa fungsi dan

spesifikasi bangunan ini adalah sebagai berikut:

a. Fungsi bangunan : Kantor

b. Spesifikasi bangunan : mutu beton (f’c) = 25 MPa

mutu baja Ф ≤ 12 mm = 240 MPa





mutu baja Ф > 12 mm = 350 MPa

Direncanakan untuk pelat, baik pelat lantai maupun pelat atap

6.1 Perhitungan Beban Pelat

Untuk pelat lantai:

a. Beban Mati (qd)

Pelat = 0,12 24 kN/m3 = 2,88 kN/m2

Spesi = 0,03 24 kN/m3 = 0,72 kN/m2

Pasir = 0,05 18 kN/m3 = 0,90 kN/m2

MEP = 0,25 kN/m2

qd Lantai = 4,75 kN/m2

b. Beban Hidup (ql)

Beban hidup pada lantai kantor adalah:

ql Lantai = 250 kg/m2

= 2,5 kN/m

2

c. Beban Ultimit (qu)

qu = 1,2 qd + 1,6 ql

= 1,2 4,75 + 1,6 2,5

= 9,70 kN/m2

Karena untuk pelat lantai ditinjau untuk setiap lebar 1 m, maka:

qu = 9,70 kN/m2





6.2 Perhitungan Tulangan

6.2.a Perhitungan Tulangan Pokok

Gambar 2.2 Flow Chart perhitungan tulangan pokok pada plat

START

Data Struktur

f’c, f y, h, Ф

Momen:

Mu+ dan Mu

-

Kedalaman beton desak

(a)

Keseimbangan GayaCc = Ts

T = A f

S pakai ≤ s perlu

S pakai ≤ 2h pelat

END

2

'85,01

ad ab f

M c

u

s

y

c s

A s

f

ab f A

10004

1

'85,0

2

1





6.3 Perhitungan Tulangan Pokok Pelat Tipe A

a. Pelat Lantai

Dimensi Pelat

Dalam perencanaan desain tebal pelat lantai minimum, menggunakan

peraturan SK SNI-T-15-1991-03.

Untuk pelat lantai tipe A → Ly = 2800 mm

Lx = 2300 mm

22,13700

4650

x

y

L

L

Mengidentifikasi plat : 1 arah atau 2 arah berdasarkan PBI 1971 pasal

13.3

Ly /Lx 2 ; one way slab

Ly / Lx < 2 ; two way slab

Ly/Lx = 1,25 < 2, maka perencanaan desai pelat menggunakan pelat 2 arah

(two way slab).

Momen

Perhitungan momen menggunakan metode koefisien momen.

Metode ini merupakan salah satu cara perhitungan yang banyak

dipergunakan untuk perencanaan pelat 2 arah. Besar momen yang bekerja

pada pelat 2 arah dengan berbagai kondisi perletakan/tumpuan dan

kontinuitas tepi secara matematis sukar diperoleh secara tepat. Untuk

penyederhanaan beberapa peraturan beton menetapkan nilai koefisien

momen untuk berbagai kondisi. Besar momen lentur lapangan dan

tumpuan, dalam arah bentang pendek dan panjang dihitung dengan rumus:

2001,0 xu Lqkoef M





Tabel 2.1 Koefisien Momen Untuk Pelat Persegi Akibat Beban Terbagi

Merata (PBI NI-2 1971)

Berdasarkan PBI 1971 tabel 13.3.1 dengan ke empat sisinya terjepit penuh

didapat :

Ctx = 46 Clx = 46

Cty = 38 Cly = 38

Mlx = -Mtx = 0,001 48 (0,970 9,81) (2.3)2

= 2.3 kNm

Mly = 0,001 38 (0,970 9,81) (2.3)2

= 1,9 kNm

-Mty = 0,001 38 (0,970 9,81) (2.3)2

= 1,9 kNm





Pb (2 cm)

A tumpu

εs

εc

garis netral

Diagramregangan

a = 0,85 c

0,85 f ’c

Ts

Z

tegangan dangaya -gaya

ds

d

Cc

Asusutc

h

Perhitungan Tulangan

Tulangan tumpuan dan lapangan arah x :

Gambar 2.3 Diagram Tegangan-Regangan pada Daerah Tumpuan x

Tabel 2.2 Faktor Reduksi Kekuatan (Pasal 11.3)

Beban Ф

Lentur Tanpa Aksial 0,80

Geser 0,75

Gambar 2.4 Diagram Regangan-Tegangan Pada Daerah Lapangan x

Momen ultimit, Mu = 2.3 kNm

Momen nominal, Mn =

h

Lap x

c

εs

garis netral

regangan

a = 0,85

0,85 f’c

T

tegangan dan

gaya -gaya

ds

d

C

Lap y

c

Pb (2 cm)

z





=8,0

3156.2

= 2,89 kNm

Diameter tulangan pokok rencana, Φ = 10 mm

Penutup beton, pb = 20 mm

Pusat berat tulangan tarik, ds = pb + 0,5 Φ

= 20 + (0,5 10)

= 25 mm

Tinggi efektif, d = h – ds

= 120 – 25

= 95 mm

Mn = 0,85 f’c b a (d – 0,5 a)

b = 1000 mm

Persamaan diatas diturunkan hingga didapat persamaan polynomial tingkat

dua. Dengan program solving polynomial pada kalkulator ataupun rumus

ABC didapatkan nilai:

a1 = 188,5 mm

a2 = 1,44 mm

a pakai = 1,44 mm

Cc = 0,85 f’c b a

= 0,85 25 1000 1,44

= 30701 N

Kesetimbangan Gaya Dalam

Cc = Ts

Ts = As f y = 30701 N





As = 30701/240

= 127 mm2

Luas 1 tulangan, A1Φ =

=

= 78,5398 mm2

Jarak tulangan, s =

= 613,9 mm

s pakai = 200 mm

Tulangan pakai P10 – 200

Syarat:

s ≤ s perlu OK

s ≤ 2h = 240 mm OK

Kontrol Mn

Luas tulangan pokok ada, Asada =

=

= 392,699 mm2

aada =

=

= 4,4352 mm

Mn =

= 392,699 240

= 8,7445 kNm

Mn x 0,8 ≥ Mu

6,9956 > 2,3 OK





A tumpu

εs

εc

garis netral

regangan

a = 0,85 c

0,85 f’c

Ts

Z


ds

d

Cc

Asusut

c

h

Tulangan tumpuan arah y :

G

a

mb

ar 2.5 Diagram Tegangan-Regangan pada Daerah Tumpuan y

Momen ultimit, Mu = 1,912 kNm

Momen nominal, Mn =

= 2,39 kNm




= 20 + (0,5 10)

= 25 mm

Tinggi efektif, d = h – ds = 120 – 25

= 95 mm

Mn = 0,85 f’c b a (d – 0,5 a)

b = 1000 mm








a1 = 168,6 mm

a2 = 1,33 mm

a pakai = 1,33 mm

Cc = 0,85 f’c b a

= 0,85 25 1000 1,33

= 28352 N


Cc = Ts

Ts = As f y = 28352 N

As = 118 mm2


=

= 78,5398 mm2

Jarak tulangan, s =

= 664 mm

s pakai = 200 mm


Syarat:

s ≤ s perlu OK

s ≤ 2h = 240 mm OK

Kontrol Mn






= 393,6 mm2

aada =

= 4,43 mm

Mn =

= 327,2492 240

= 7,8021 kNm

Mn x 0,8 ≥ Mu

6,2 > 4,9503 OK

Tulangan Lapangan arah Y :

Gambar 2.6 Diagram Tegangan-Regangan pada Daerah Lapangan y

Momen ultimit, Mu = 4,9503 kNm

Momen nominal, Mn =

=

= 6,1878 kNm

h Lap x

c

εs’

garis netral

regangan

a = 0,85 c

0,85 f’c

Ts


ds

d z

Lap y

Pb 2 cm








= 20 + (1,5 10)

= 35 mm

Tinggi efektif, d = h – ds

= 120 – 35

= 85 mm

Mn = 0,85 f’c b a (d – 0,5 a)

b = 1000 mm

6,1878 106 = 0,85 25 1000 a (85 – 0,5 a)

6,1878 106 = 21250 a (85 – 0,5 a)

a (85 – 0,5 a) = 291,1906

a (170 – a) = 582,3811

-a2 + 170a = 582,3811

a2 – 170a + 582,3811 = 0




a =

a1 = 166,4716 mm

a2 = 3,5284 mm

a pakai = 3,5284 mm





Cc = 0,85 f’c b a

= 0,85 25 1000 3,5284

= 74978,5 N


Cc = Ts

Ts = As f y = 74978,5 N

As =

= 312,4104 mm

2


=

= 78,5398 mm2

Jarak tulangan, s =

=

= 251,4 mm

s pakai = 240 mm


Syarat:

s ≤ s perlu OK

s ≤ 2h = 240 mm OK





Kontrol Mn


=

= 327,2492 mm2

aada =

=

= 3,6560 mm

Mn =

= 327,2492 240

= 6,5323 kNmMn x 0,8 ≥ Mu

5,2258 > 1,9 OK





BAB VII

PERENCANAAN TANGGA

Gambar 12.1 Perencanaan Tangga

7.0 Pembebanan Tangga

7.1 Pada Tangga

Beban anak tangga

Berat 1 anak tangga

= beton Lt 2

1

= 243,016,02

1

= 0,576 kN/m





Maka dalam 1 meter ada

= L

1000

=300

1000

= 3,3333 buah

Berat per 1 meter

= 0,576 3,3333

= 1.92 kN/m

Berat komponen lain

Spesi = 0,05 18 kN/m3 = 0,9 kN/m

2

Pasir + Keramik = 0,03 24 kN/m3 = 0,72 kN/m

2

qd tangga = 1,62 kN/m2

Total qd = 1.92 + 0,9 + 0,72

= 3,54 kN/m

Beban Hidup

Pada tangga, ql = 3 kN/m

7.2 Pada Bordes

Berat komponen lain

Spesi = 0,05 18 kN/m3 = 0,9 kN/m

2

Pasir + Keramik = 0,03 24 kN/m3 = 0,72 kN/m

2

qd bordes = 1,62 kN/m2

Total qd = 1,62 kN/m

Beban Hidup





Pada bordes, ql = 3 kN/m

7.3 Kombinasi Bebana. Pada Tangga

qu = 1,2 qd + 1,6 ql

= 1,2 3,54 + 1,6 3

= 9,048 kN/m

b. Pada Bordes

qu = 1,2 qd + 1,6 ql

= 1,2 1,62 + 1,6 0,3

= 6,744 t/m

7.4 Penulangan Pelat Tangga

7.4 A. Tulangan Pokok

Desain Tulangan Tumpuan dan Tulangan Lapangan

Momen perhitungan untuk tangga diperoleh dari momen

maksimum akibat beban gravitasi hasil perhitungan analisis

menggunakan program ETABS.

Mu = 0,33 tm

Φtul. pokok = 10 mm

Penutup beton = 20 mm

d = h pelat – penutup beton - ½ tulangan

= 150 – 20 - ½ (10)

= 125 mm

Mn =8,0

u M

=8,0

33,0





= 0,4 tm

Mn =

2

'85,0 a

d ab f c

Persamaan diatas diturunkan hingga didapat persamaan

polynomial tingkat dua. Dengan program solving polynomial pada

kalkulator ataupun rumus ABC didapatkan nilai:

a1 = 248,4 mm

a2 = 1,56 mm

a pakai = 1,56 mm

Cc = 0,85 x f’c x b x a

= 0,85 x 25 x 1000x 1,56

= 33150 N


Cc = Ts

Ts = As f y

= 33264 N

As = y

s

f

T

=240

33264

= 138.6 mm

2

Luas 1 tulangan, A1Φ = 2.

4

1 pokok tul

= 2104

1

= 78,5398 mm2





Jarak tulangan, s = s A

A 10001

=6.138

100078,5398

= 566mm

s pakai = 200 mm


Luas tulangan pokok ada, Asada = pakai s

A 10001

=200

10005398,78

= 392,6 mm2

7.5 Tulangan Susut

Diameter tulangan susut rencana, Φ = 8 mm

Asst = 0,0020 b hpelat

= 0,0020 1000 150

= 300 mm2

Luas 1 tulangan, A1Φ = 2.

4

1 susut tul

= 284

1

= 50,2655 mm2

Jarak tulangan, s = s A

A 10001





=300

10002655,50

= 167,5516 mm

s pakai = 160 mm





BAB VIII

PERENCANAAN PONDASI

Untuk perencanaan pondasi sesuai dengan data sondir yang sudah

dilakukan maka kondisi tanah keras ( Final QC ) sampai kedalaman

18.8m. yaitu 250 kg/cm2. Maka untuk pondasi sebaik nya menggunakan

pancang.




Perhitungan Pondasi Mini Pile square 200 x200

Data PANCANG MINI PILE 200 mm

Area (P X L ) 0.04 m2

Momen Inertia ( 1/12 X B X H ^3 ) 13333.33 cm4

Berat Tiang ( A tiang x BJ Beton ) 0.096 t/m

Kuat tekan beton 300 kg/cm2

keliling Penampang tiang 0.8 m

Rumus daya dukung tekan

P all =qc x Ap

+tf x Ast

- wpSF1 SF 2

Rumus daya dukung tarik

P tall =Tf x Ast x 0.70

+ wpSF2

ket :

qc = tahanan ujung konus sondir JHP = Jumlah Hambatan Pelekat

Ap = Luas Penampang tiang Wp = Berat Tiang

Ast = Keliling Penampang tiang SF1 & SF2 = 3 & 5

depth qc tf Ap Ast wp Pall P tall

cm kg/cm2 kg/cm2 cm2 cm ton ton ton

0 0 0 400 80 0.096 -0.000096 0.00009

20 0 0 400 80 0.192 -0.000192 0.00019

40 0 0 400 80 0.288 -0.000288 0.00028

60 0 0 400 80 0.384 -0.000384 0.00038

80 0 0 400 80 0.48 -0.00048 0.00048

100 0 0 400 80 0.576 -0.000576 0.00057

120 3 6 400 80 0.672 0.495328 0.06787

140 2 10 400 80 0.768 0.42589867 0.11276160 2 14 400 80 0.864 0.48980267 0.15766

180 1 18 400 80 0.96 0.42037333 0.20256

200 1 22 400 80 1.056 0.48427733 0.24745

220 3 30 400 80 1.152 0.878848 0.33715

240 2 36 400 80 1.248 0.84141867 0.40444

260 1 42 400 80 1.344 0.80398933 0.47174

280 1 46 400 80 1.44 0.86789333 0.51664

300 1 50 400 80 1.536 0.93179733 0.56153




320 8 58 400 80 1.632 1.99303467 0.65123

340 4 64 400 80 1.728 1.55560533 0.71852

360 3 70 400 80 1.824 1.518176 0.78582

380 2 74 400 80 1.92 1.44874667 0.83072

400 2 78 400 80 2.016 1.51265067 0.87561

420 3 86 400 80 2.112 1.773888 0.96531

440 1 90 400 80 2.208 1.57112533 1.01020

460 1 94 400 80 2.304 1.63502933 1.05510

480 2 98 400 80 2.4 1.83226667 1.1

500 5 108 400 80 2.496 2.39217067 1.21209

520 2 114 400 80 2.592 2.08807467 1.27939

540 1 118 400 80 2.688 2.01864533 1.32428560 1 122 400 80 2.784 2.08254933 1.36918

580 1 126 400 80 2.88 2.14645333 1.41408

600 1 130 400 80 2.976 2.21035733 1.45897

620 1 134 400 80 3.072 2.27426133 1.50387

640 1 138 400 80 3.168 2.33816533 1.54876

660 1 142 400 80 3.264 2.40206933 1.59366

680 1 146 400 80 3.36 2.46597333 1.63856

700 2 150 400 80 3.456 2.66321067 1.68345

720 2 154 400 80 3.552 2.72711467 1.72835

740 1 158 400 80 3.648 2.65768533 1.77324760 1 162 400 80 3.744 2.72158933 1.81814

780 2 160 400 80 3.84 2.82282667 1.79584

800 1 170 400 80 3.936 2.84939733 1.90793

820 1 174 400 80 4.032 2.91330133 1.95283

840 1 178 400 80 4.128 2.97720533 1.99772

860 2 182 400 80 4.224 3.17444267 2.04262

880 3 188 400 80 4.32 3.40368 2.10992

900 2 194 400 80 4.416 3.36625067 2.17721

920 1 198 400 80 4.512 3.29682133 2.22211

940 4 206 400 80 4.608 3.82472533 2.31180

960 5 208 400 80 4.704 3.98996267 2.33430

980 2 210 400 80 4.8 3.62186667 2.3568

1000 4 212 400 80 4.896 3.92043733 2.37929

1020 1 214 400 80 4.992 3.55234133 2.40179

1040 3 216 400 80 5.088 3.850912 2.42428

1060 2 218 400 80 5.184 3.74948267 2.44678

1080 2 220 400 80 5.28 3.78138667 2.46928

1100 3 222 400 80 5.376 3.946624 2.49177

1120 4 224 400 80 5.472 4.11186133 2.51427




Setelah mendapatkan daya dukung pancang maka untuk desain pondasi

menggunakan software afes ( automatic Foundation engineering System )

1140 5 226 400 80 5.568 4.27709867 2.53676

1160 6 228 400 80 5.664 4.442336 2.55926

1180 8 230 400 80 5.76 4.74090667 2.58176

1200 9 232 400 80 5.856 4.906144 2.60425

1220 11 234 400 80 5.952 5.20471467 2.62675

1240 12 236 400 80 6.048 5.369952 2.64924

1260 13 354 400 80 6.144 7.39118933 3.97094

1280 15 364 400 80 6.24 7.81776 4.08304

1300 16 374 400 80 6.336 8.11099733 4.19513

1320 17 384 400 80 6.432 8.40423467 4.30723

1340 17 394 400 80 6.528 8.56413867 4.41932

1360 16 404 400 80 6.624 8.59070933 4.531421380 18 416 400 80 6.72 9.04928 4.66592

1400 18 428 400 80 6.816 9.241184 4.80041

1420 9 438 400 80 6.912 8.201088 4.91251

1440 11 448 400 80 7.008 8.62765867 5.02460

1460 10 458 400 80 7.104 8.65422933 5.13670

1480 14 470 400 80 7.2 9.37946667 5.2712

1500 14 482 400 80 7.296 9.57137067 5.40569

1520 19 494 400 80 7.392 10.4299413 5.54019

1540 18 504 400 80 7.488 10.456512 5.65228

1560 14 514 400 80 7.584 10.0830827 5.764381580 30 524 400 80 7.68 12.37632 5.87648

1600 32 534 400 80 7.776 12.8028907 5.98857

1620 31 568 400 80 7.872 13.2134613 6.36947

1640 60 588 400 80 7.968 17.400032 6.59356

1660 60 608 400 80 8.064 17.719936 6.81766

1680 80 628 400 80 8.16 20.7065067 7.04176

1700 70 648 400 80 8.256 19.6930773 7.26585

1720 60 668 400 80 8.352 18.679648 7.48995

1740 80 728 400 80 8.448 22.3062187 8.16204

1760 90 768 400 80 8.544 24.279456 8.61014

1780 120 728 400 80 8.64 27.63936 8.16224

1800 155 768 400 80 8.736 32.9459307 8.61033

1820 180 808 400 80 8.832 36.919168 9.05843

1840 250 828 400 80 8.928 46.5724053 9.28252



FOUNDATION CALCULATION SHEET

One-Stop Solution for Foundation

TITLE DESCRIPTION

PROJECT/JOB NO. PROYEK KANTOR KAPOLSEK

PROJECT/JOB NAME PROYEK KANTOR POLSEK

CLIENT NAME IPC

SITE NAME SUNDA KELAPA

DOCUMENT NO.

REFERENCE NO.

STRUCTURE NAME GEDUNG KAPOLSEK

LOAD COMBINATION GROUP NAME

REV DATE DESCRIPTION PREP'D CHK'D APPR'D APPR'D

Copyright (c) GS E&C. All Rights Reserved



Page 1

Calculation Sheet

of

Foundation

Project Na. : PROYEK KANTOR POLSEK

Project No. : PROYEK KANTOR KAPOLSE...

Client : IPC

FOUNDATION LISTS

Group Name No. Description No. Description

Staad_Job

1 F1 2 F2

3 F3 4 F4

5 F5 6 F6

7 F7 8 F8

9 F9 10 F10

11 F11 12 F12

13 F13 14 F14

15 F15 16 F16

17 F17 18 F18

19 F19 20 F20

21 F21 22 F22

23 F23 24 F24

FI 25 F25 26 F26

12/23/2014




Page 2

Calculation Sheet

of

Foundation



Client : IPC

CONTENTS

1. GENERAL

1.1 CODE & STANDARD

1.2 MATERIALS & UNIT WEIGHT

1.3 SUBSOIL CONDITION & SAFETY FACTORS

1.4 LOAD COMBINATION

2. DRAWING

2.1 LOCATION PLAN

2.2 DETAIL SKETCH

3. FOUNDATION DATA

3.1 FOOTING DATA

3.2 PIER DATA

3.3 SECTION DATA

3.4 LOAD CASE


4. CHECK OF STABILITY 4.1 CHECK OF PILE REACTION

5. DESIGN OF FOOTING

5.1 DESIGN MOMENT AND SHEAR FORCE

5.2 REQUIRED REINFORCEMENT

5.3 ONE WAY SHEAR FORCE

5.4 TWO WAY SHEAR FORCE

5.5 PILE PUNCHING SHEAR FORCE

12/23/2014




Page 3

Calculation Sheet

of

Foundation



Client : IPC

1. GENERAL

1.1 CODE & STANDARD

Items Description

Design Code American Concrete Institute (ACI 318) [Metric]

Horizontal Force for Wind AMERICAN SOCIETY OF CIVIL ENGINEERS [ASCE 7-02]

Horizontal Force for Seismic AMERICAN SOCIETY CIVIL ENGINEERS [ASCE 7-02]

Unit System Input : MKS, Output : MKS, Calculation Unit : IMPERIAL

1.2 MATERIALS & UNIT WEIGHT

Items Value

Concrete (fck : compressive strength)

Lean Concrete (Lfck : compressive strength)

Rs (Soil unit weight)

Rc (Concrete unit weight)

Es (Steel Modulus of Elasticity)

Ec (Concrete Modulus of Elasticity)

- Pile Capacity

Items Value

Pile Name PANCANG MINI PILE

Footing List F1, F2, F3, F4, F5, F6, F7, F8, F9, F10, F11, F12, F13, F14, F15, F16,

Diameter 200 mm

Length 18.2 m

Thick 200 mm

Shape Square

Capacity ( Ha , Ua , Va ) 2 , 9.3 , 46.6 tonf

1.3 SUBSOIL CONDITION & SAFETY FACTORS

Items Description

Allowable Increase of Soil (Wind) 33 %

Allowable Increase of Soil (Seismic) 33 %

Allowable Increase of Soil (Test) 33 %

Allowable Increase of Pile Horizontal (Wind) 33 %

Allowable Increase of Pile Horizontal (Seismic) 33 %

Allowable Increase of Pile Horizontal (Test) 33 %

Allowable Increase of Pile Vertical (Wind) 33 %

Allowable Increase of Pile Vertical (Seismic) 33 %

Allowable Increase of Pile Vertical (Test) 33 %

12/23/2014


Reinforcement (10M ~ 16M , yield strength)

Reinforcement (19M ~ , yield strength)

250.000 kgf/cm2

150.000 kgf/cm2

2400.000 kgf/cm2

4000.000 kgf/cm2

2.000 ton/m3

2.400 ton/m3

2.000 106 kgf/cm

2

250998.000 kgf/cm2



Page 4

Calculation Sheet

of

Foundation



Client : IPC

Allowable Increase of Pile Uplift (Wind) 33 %

Allowable Increase of Pile Uplift (Seismic) 33 %

Allowable Increase of Pile Uplift (Test) 33 %

Safety factor against overturning for OVM1(FO1) 2




Safety factor against sliding for the SL1(FS1) 2




0.35


1.4.1 Group - Staad_Job

Footing List = F1, F2, F3, F4, F5, F6, F7, F8, F9, F10, F11, F12, F13, F14, F15, F16, F17, F18, F19, F20, F21, F22, F23, F24

Comb . ID Load Combination for stability

5 1.0 SW + 1.0 Loadtype None Title Dl + 1.0 Loadtype None Title Ll

6 1.0 SW + 1.0 Loadtype None Title Dl + .5 Loadtype None Title Ll

71.0 Loadtype None Title Dl + 1.0 Loadtype None Title Ll + 1.0 Loadtype None Title Gempa X + .3 Loadtype NoneTitle Gempa Z

Comb . ID Load Combination for Reinforcement

8

1.0 Loadtype None Title Dl + 1.0 Loadtype None Title Ll + 1.0 Loadtype None Title Gempa X + .3 Loadtype None

Title Gempa Z

1.4.2 Group - FI

Footing List = F25, F26

Comb . ID Load Combination for stability

5 1.0 SW + 1.0 Loadtype None Title Dl + 1.0 Loadtype None Title Ll

6 1.0 SW + 1.0 Loadtype None Title Dl + .5 Loadtype None Title Ll

71.0 Loadtype None Title Dl + 1.0 Loadtype None Title Ll + 1.0 Loadtype None Title Gempa X + .3 Loadtype NoneTitle Gempa Z

Comb . ID Load Combination for Reinforcement

81.2 SW + 1.2 Loadtype None Title Dl + 1.6 Loadtype None Title Ll + 1.0 Loadtype None Title Gempa X + .3Loadtype None Title Gempa Z

12/23/2014


Friction factor (m )



Page 5

Calculation Sheet

of

Foundation



Client : IPC

2. DRAWING

2.1 LOCATION PLAN

2.2 DETAIL SKETCH

12/23/2014




REFERENCE DWGS

NO. DWG NO. DWG TITLE

N O T E S

* OUTPUT UNIT : mm

PROYEK KANTOR POLSEK PRO

FOUNDATION LOCATION PLA

GEDUNG KAPOLSEK

S Q U A D C H E C K

PROCESS PIPING VESSELS STRUCT. ELEC.

SCALE

AS SHOWN

JOB NO.

PROYEK KANTOR KAPOLSEK

MICROFIL

F25219

F26222

F1 1

F5 32

F9 63

F13 94

F17 125

F21 156

F3 12

F7 43

F11 74

F15 105

F19 136

F23 167

F4 15

F8 46

F12 77

F16 108

F20 139

F24 170

F2 6

F6 37

F10 68

F14 99

F18 130

F22 161

A01

4500

A02

5000

A03

2000

A04

5000

A05

06

6 0 0 0

05

6 0 0 0

04

6 0 0 0

03

6 0 0 0

02

6 0 0 0

01

Z X

Y

12/23/2014




2.2 DETAIL SKETCH

OUTPUT UNIT

12/23/2014




REFERENCE DWGS


N O T E S

* PILE

2-¡à200 PANCANG MINI PILE

* ANCHOR BOLT

1X4-M12 ANC. BOLTS (TYPE TYPE L)

* OUTPUT UNIT : mm


FOUNDATION DETAIL FOR

F1 ~ F24

S Q U A D C H E C K


SCALE

AS SHOWN

JOB NO.


MICROFIL

REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD

300

600

300

5 0 0 x 2

600

5 0 0

1200

1 0 0 0

16M@100

1 6 M @ 1 0 0

16M@100

1 6 M @ 1 0 0

5 0

T Y P .TOP BOTTOM

LC FOOTING

FOUNDATION PLAN(24 EA)

FOOTING REINF. PLAN

LEAN CONC. 50 THK

4 5 0

4 5 0

TOC EL. + 0

1 2 0

7 5

1 0 0

1 6 M

@ 2 0 0

1 0 0

19M

7 5 P R O J .

SECTION

12/23/2014




2.2 DETAIL SKETCH

OUTPUT UNIT

12/23/2014




REFERENCE DWGS


N O T E S

* PILE

1-¡à200 PANCANG MINI PILE

* ANCHOR BOLT

1X4-M12 ANC. BOLTS (TYPE TYPE L)

* OUTPUT UNIT : mm


FOUNDATION DETAIL FOR

F25 ~ F26

S Q U A D C H E C K


SCALE

AS SHOWN

JOB NO.


MICROFIL

REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD

300x2

3 0 0 x 2

300

3 0 0

600

6 0 0

16M@150

1 6 M @ 1 5 0

16M@150

1 6 M @ 1 5 0

5 0

T Y P .TOP BOTTOM

LC FOOTING

FOUNDATION PLAN(2 EA)

FOOTING REINF. PLAN

LEAN CONC. 50 THK

4 5 0

4 5 0

TOC EL. + 0

1 2 0

7 5

1 0 0

1 6 M

@ 2 0 0

1 0 0

19M

7 5 P R O J .

SECTION

12/23/2014 P




Page 11

Calculation Sheet

of

Foundation



Client : IPC

3. FOUNDATION DATA

3.1 FOOTING DATA

1200

1

0 0 0

The Origin coordinate

The Center of Gravity & Pile (0,0) mm

4 5 0

Unit : mmFt. Name F1

Ft. Type

Area

Ft. Thickness 450.00 mm

Ft. Volume

Ft. Weight 1.296 tonf

Soil Height 0.00 mm

Soil Volume

Soil Weight 0.000 tonf

Buoyancy Not Consider

Self Weight (except Pr.SW) 1.296 tonf

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 12

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area

Ft. Thickness 450.00 mmFt. Volume


Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 13

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 14

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 15

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 16

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 17

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 18

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 19

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 20

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 21

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 22

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




1200

1 0 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

1.200 m2

0.540 m3

0.000 m3

ISO

1.200 m2

0.540 m3

0.000 m3



Page 23

Calculation Sheet

of

Foundation



Client : IPC

600

6 0 0



4 5 0


Ft. Type

Area


Ft. Volume


Soil Height 0.00 mm

Soil Volume




600

6 0 0



4 5 0


Ft. Type

Area



Soil Height 0.00 mm

Soil Volume




12/23/2014


ISO

0.360 m2

0.162 m3

0.000 m3

ISO

0.360 m2

0.162 m3

0.000 m3



Page 24

Calculation Sheet

of

Foundation



Client : IPC

3.2 PIER DATA

Off X , Off Y is offset position from the Center of the footing

If Pier Shape is Circle or Circle wall, Pl is a Diameter. and Pw is a Inner Diameter Area is pier concrete area

Weight is pier and inner soil weight in case circle wall except Tank1 Type(Circle Ring Footing Shape)

Unit( Length : mm , Weight : tonf , Area : m2 )

Ft.Name Pr.Name Shape Pl Pw Ph Area Weight Off X Off Y

F1 1 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F2 6 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F3 12 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F4 15 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F5 32 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F6 37 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F7 43 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F8 46 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000F9 63 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F10 68 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F11 74 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F12 77 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F13 94 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F14 99 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F15 105 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F16 108 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F17 125 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F18 130 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F19 136 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F20 139 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F21 156 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F22 161 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F23 167 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F24 170 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F25 219 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

F26 222 Rectangle 0.000 0.000 0.000 0.000 0.000 0.000

12/23/2014


0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.0000.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000



Page 25

Calculation Sheet

of

Foundation



Client : IPC

3.3 SECTION DATA

1200

1 0 0 0

Unit : mm

Ft.Name / Sec.Name F1 / S1

Direction All Direct Section Area

F.Volume F.Weight

S.Volume S.Weight

Pier Wt Total Weight

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 26

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 27

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 28

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 29

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 30

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


1200

1 0 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


12/23/2014


1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf

1.200 m2

0.540 m3

1.296 tonf

0.000 m3

0.000 tonf

0.000 tonf 1.296 tonf



Page 31

Calculation Sheet

of

Foundation



Client : IPC

600

6 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


600

6 0 0

Unit : mm



F.Volume F.Weight

S.Volume S.Weight


3.4 LOAD CASE

Input the point loads in the global coordinate system direction. Positive directions of moments (shown in the sketch) arebased on the right hand rule.

Fx

Fy

Fz

Mx

My

Mz

Index Load Case Name

1 SW

2 Loadtype None Title Dl

3 Loadtype None Title Ll

4 Loadtype None Title Gempa X

5 Loadtype None Title Gempa Z

Unit( tonf , tonf-m )

Ft.Name Pr.Name Load Case Fx Fy Fz Mx My

F11

1 0.000 0.000 0.000 0.000 0.000

2 -0.673 0.902 -19.905 3.959 2.522

3 -0.157 0.204 -4.192 1.124 0.633

4 1.166 -0.021 2.099 0.036 2.591

5 0.012 -1.417 2.265 3.296 0.013Footing SW 0.000 0.000 -1.296 0.000 0.000

F26

1 0.000 0.000 0.000 0.000 0.000

2 0.672 0.889 -19.886 3.980 -2.523

3 0.158 0.198 -4.184 1.134 -0.632

4 1.166 0.021 -2.100 -0.037 2.591

5 -0.009 -1.464 2.274 3.375 -0.011

Footing SW 0.000 0.000 -1.296 0.000 0.000

F3 12

1 0.000 0.000 0.000 0.000 0.000

2 0.428 1.183 -24.878 4.576 -2.381

3 0.107 0.330 -5.902 1.690 -0.639

12/23/2014


0.360 m2

0.162 m3

0.389 tonf

0.000 m3

0.000 tonf

0.000 tonf 0.389 tonf

0.360 m2

0.162 m3

0.389 tonf

0.000 m3

0.000 tonf

0.000 tonf 0.389 tonf



Page 32

Calculation Sheet

of

Foundation



Client : IPC

4 1.662 0.007 3.914 -0.006 3.165

5 -0.011 -1.464 1.352 3.298 -0.013

Footing SW 0.000 0.000 -1.296 0.000 0.000

F415

1 0.000 0.000 0.000 0.000 0.000

2 -0.429 1.181 -24.868 4.578 2.380

3 -0.106 0.329 -5.900 1.691 0.641

4 1.662 -0.006 -3.915 0.005 3.165

5 0.011 -1.523 1.364 3.404 0.013

Footing SW 0.000 0.000 -1.296 0.000 0.000

F532

1 0.000 0.000 0.000 0.000 0.000

2 -1.082 -0.159 -33.501 0.186 3.124

3 -0.367 -0.049 -7.990 0.056 1.207

4 1.288 -0.010 1.711 0.024 2.835

5 0.002 -1.868 -0.395 3.819 0.009

Footing SW 0.000 0.000 -1.296 0.000 0.000

F637

1 0.000 0.000 0.000 0.000 0.000

2 1.082 -0.133 -33.627 0.162 -3.130

3 0.368 -0.033 -8.064 0.040 -1.207

4 1.285 0.011 -1.714 -0.025 2.832

5 0.010 -1.921 -0.402 3.905 0.018

Footing SW 0.000 0.000 -1.296 0.000 0.000

F743

1 0.000 0.000 0.000 0.000 0.000

2 0.686 -0.197 -41.123 0.229 -3.092

3 0.232 -0.050 -11.688 0.057 -1.258

4 1.822 -0.005 2.571 0.008 3.453

5 0.015 -1.521 -0.420 3.366 0.024

Footing SW 0.000 0.000 -1.296 0.000 0.000

F846

1 0.000 0.000 0.000 0.000 0.000

2 -0.697 -0.190 -41.174 0.221 3.074

3 -0.235 -0.046 -11.714 0.052 1.253

4 1.823 0.003 -2.563 -0.006 3.454

5 0.009 -1.599 -0.372 3.498 0.017

Footing SW 0.000 0.000 -1.296 0.000 0.000

F963

1 0.000 0.000 0.000 0.000 0.000

2 -0.749 0.304 -41.427 1.370 0.917

3 -0.225 0.170 -11.356 1.107 0.776

4 1.576 -0.014 1.552 0.027 3.292

5 0.011 -1.827 0.056 3.771 0.019

Footing SW 0.000 0.000 -1.296 0.000 0.000

F1068

1 0.000 0.000 0.000 0.000 0.000

2 1.056 0.008 -32.851 -0.002 -3.167

3 0.364 0.000 -7.667 0.003 -1.212

4 1.351 0.014 -2.446 -0.028 3.039

5 0.008 -1.870 0.040 3.847 0.016

Footing SW 0.000 0.000 -1.296 0.000 0.000

F11 74

1 0.000 0.000 0.000 0.000 0.000

2 0.645 0.040 -40.195 -0.046 -3.147

3 0.224 0.012 -11.012 -0.014 -1.268

4 1.945 -0.006 3.435 0.008 3.724

5 0.010 -1.706 0.076 3.579 0.018

12/23/2014




Page 33

Calculation Sheet

of

Foundation



Client : IPC

Footing SW 0.000 0.000 -1.296 0.000 0.000

F1277

1 0.000 0.000 0.000 0.000 0.000

2 -0.677 0.030 -40.259 -0.034 3.089

3 -0.226 0.006 -11.022 -0.008 1.263

4 1.968 0.003 -3.341 -0.006 3.751

5 0.011 -1.477 0.052 3.362 0.020

Footing SW 0.000 0.000 -1.296 0.000 0.000

F1394

1 0.000 0.000 0.000 0.000 0.000

2 -0.749 -0.308 -41.428 -1.363 0.918

3 -0.225 -0.172 -11.356 -1.102 0.776

4 1.589 -0.012 1.521 0.024 3.318

5 -0.011 -1.821 -0.043 3.763 -0.019

Footing SW 0.000 0.000 -1.296 0.000 0.000

F1499

1 0.000 0.000 0.000 0.000 0.000

2 1.058 -0.014 -32.831 0.024 -3.166

3 0.364 -0.002 -7.661 0.007 -1.212

4 1.364 0.012 -2.495 -0.024 3.065

5 -0.003 -1.875 -0.043 3.853 -0.010

Footing SW 0.000 0.000 -1.296 0.000 0.000

F15105

1 0.000 0.000 0.000 0.000 0.000

2 0.644 -0.029 -40.226 0.032 -3.147

3 0.223 -0.009 -11.020 0.011 -1.268

4 1.959 0.001 3.488 0.000 3.750

5 -0.011 -1.495 -0.117 3.337 -0.018

Footing SW 0.000 0.000 -1.296 0.000 0.000

F16108

1 0.000 0.000 0.000 0.000 0.000

2 -0.679 -0.014 -40.314 0.014 3.088

3 -0.227 0.000 -11.040 0.000 1.263

4 1.986 0.002 -3.318 -0.004 3.783

5 -0.014 -1.575 -0.173 3.474 -0.022

Footing SW 0.000 0.000 -1.296 0.000 0.000

F17125

1 0.000 0.000 0.000 0.000 0.000

2 -1.070 0.155 -33.549 -0.178 3.139

3 -0.361 0.047 -7.997 -0.052 1.214

4 1.346 -0.016 1.863 0.028 2.966

5 -0.003 -1.871 0.361 3.822 -0.010

Footing SW 0.000 0.000 -1.296 0.000 0.000

F18 130

1 0.000 0.000 0.000 0.000 0.000

2 1.024 0.043 -36.710 -0.042 -3.193

3 0.339 -0.006 -10.339 0.012 -1.238

4 1.341 0.016 -1.845 -0.028 2.960

5 -0.011 -1.916 0.473 3.902 -0.019

Footing SW 0.000 0.000 -1.296 0.000 0.000

F19136

1 0.000 0.000 0.000 0.000 0.000

2 0.677 0.165 -41.425 -0.194 -3.101

3 0.229 0.044 -11.800 -0.051 -1.262

4 1.906 0.000 2.723 0.001 3.613

5 -0.009 -1.811 0.380 3.698 -0.017

Footing SW 0.000 0.000 -1.296 0.000 0.000

F20 139 1 0.000 0.000 0.000 0.000 0.000

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Client : IPC

2 -0.668 0.077 -43.921 -0.093 3.108

3 -0.222 0.014 -12.826 -0.017 1.269

4 1.907 0.003 -2.736 -0.004 3.615

5 -0.004 -1.930 0.973 3.883 -0.011

Footing SW 0.000 0.000 -1.296 0.000 0.000

F21156

1 0.000 0.000 0.000 0.000 0.000

2 -0.648 -0.904 -19.904 -3.953 2.564

3 -0.146 -0.206 -4.193 -1.120 0.653

4 1.252 0.000 2.169 0.009 2.783

5 -0.010 -1.414 -2.305 3.292 -0.013

Footing SW 0.000 0.000 -1.296 0.000 0.000

F22161

1 0.000 0.000 0.000 0.000 0.000

2 0.612 -0.814 -22.849 -4.047 -2.576

3 0.129 -0.168 -5.438 -1.159 -0.658

4 1.250 0.000 -2.163 -0.010 2.781

5 0.002 -1.447 -2.405 3.359 0.001

Footing SW 0.000 0.000 -1.296 0.000 0.000

F23167

1 0.000 0.000 0.000 0.000 0.000

2 0.433 -1.157 -24.714 -4.608 -2.361

3 0.110 -0.322 -5.815 -1.699 -0.629

4 1.784 -0.011 4.192 0.013 3.399

5 0.007 -1.383 -1.226 3.202 0.007

Footing SW 0.000 0.000 -1.296 0.000 0.000

F24170

1 0.000 0.000 0.000 0.000 0.000

2 -0.381 -1.057 -28.304 -4.719 2.448

3 -0.083 -0.290 -7.222 -1.735 0.673

4 1.784 0.010 -4.198 -0.013 3.398

5 -0.012 -1.327 -1.765 3.187 -0.015

Footing SW 0.000 0.000 -1.296 0.000 0.000

F25219

1 0.000 0.000 0.000 0.000 0.000

2 -0.258 0.911 -11.861 3.874 2.282

3 -0.133 0.448 -3.238 0.787 0.442

4 1.408 -0.003 0.796 0.006 3.092

5 0.007 -0.744 0.314 1.706 0.015

Footing SW 0.000 0.000 -0.389 0.000 0.000

F26222

1 0.000 0.000 0.000 0.000 0.000

2 -0.258 -0.912 -11.861 -3.873 2.282

3 -0.133 -0.449 -3.238 -0.787 0.442

4 1.419 -0.003 0.799 0.006 3.115

5 -0.005 -0.743 -0.313 1.706 -0.012

Footing SW 0.000 0.000 -0.389 0.000 0.000

12/23/2014




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Calculation Sheet

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Foundation



Client : IPC


In Pier Top

without Self Weight

In Footing Bottom

with Pier Self Weight,

But without Footing Self Weight,

In Footing Bottom Center

with Pier & Footing Self Weight & Soil Weight,

Case PileType

in centroid of Pile Group

Case NonPileType

in centroid of Footing

3.5.1 Load Combination in Pier Top (Without SW)

Group 1 - Staad_Job Unit( tonf , tonf-m )

Ft.Name Pr.Name L.Comb.

1

5 -0.830 1.106 -24.097 5.083 3.155

6 -0.752 1.004 -22.001 4.521 2.839

7 0.340 0.660 -21.319 6.108 5.750

8 0.340 0.660 -21.319 6.108 5.750

6

5 0.830 1.087 -24.070 5.114 -3.155

6 0.751 0.988 -21.978 4.547 -2.839

7 1.993 0.669 -25.488 6.089 -0.567

8 1.993 0.669 -25.488 6.089 -0.567

12

5 0.535 1.513 -30.780 6.266 -3.020

6 0.481 1.348 -27.829 5.421 -2.7017 2.194 1.081 -26.460 7.249 0.141

8 2.194 1.081 -26.460 7.249 0.141

15

5 -0.535 1.510 -30.768 6.269 3.021

6 -0.482 1.345 -27.818 5.424 2.701

7 1.130 1.047 -34.274 7.295 6.190

8 1.130 1.047 -34.274 7.295 6.190

32

5 -1.449 -0.208 -41.491 0.242 4.331

6 -1.266 -0.183 -37.496 0.214 3.727

7 -0.160 -0.778 -39.898 1.412 7.169

8 -0.160 -0.778 -39.898 1.412 7.169

37

5 1.450 -0.166 -41.691 0.202 -4.337

6 1.266 -0.149 -37.659 0.182 -3.734

7 2.738 -0.731 -43.526 1.349 -1.500

8 2.738 -0.731 -43.526 1.349 -1.500

43

5 0.918 -0.247 -52.811 0.286 -4.350

6 0.802 -0.222 -46.967 0.257 -3.721

7 2.744 -0.708 -50.366 1.304 -0.890

8 2.744 -0.708 -50.366 1.304 -0.890

46

5 -0.932 -0.236 -52.888 0.273 4.327

6 -0.815 -0.213 -47.031 0.247 3.701

7 0.894 -0.713 -55.563 1.316 7.786

8 0.894 -0.713 -55.563 1.316 7.786

12/23/2014


Fx Fy Fz Mx My

F1

F2

F3

F4

F5

F6

F7

F8



Page 36

Calculation Sheet

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Foundation



Client : IPC

63

5 -0.974 0.474 -52.783 2.477 1.693

6 -0.862 0.389 -47.105 1.924 1.305

7 0.605 -0.088 -51.214 3.635 4.991

8 0.605 -0.088 -51.214 3.635 4.991

68

5 1.420 0.008 -40.518 0.001 -4.379

6 1.238 0.008 -36.685 -0.001 -3.773

7 2.773 -0.539 -42.952 1.127 -1.335

8 2.773 -0.539 -42.952 1.127 -1.335

74

5 0.869 0.052 -51.207 -0.060 -4.415

6 0.757 0.046 -45.701 -0.053 -3.781

7 2.817 -0.466 -47.749 1.022 -0.686

8 2.817 -0.466 -47.749 1.022 -0.686

77

5 -0.903 0.036 -51.281 -0.042 4.352

6 -0.790 0.033 -45.770 -0.038 3.720

7 1.068 -0.404 -54.606 0.961 8.109

8 1.068 -0.404 -54.606 0.961 8.109

94

5 -0.974 -0.480 -52.784 -2.465 1.694

6 -0.862 -0.394 -47.106 -1.914 1.306

7 0.612 -1.038 -51.276 -1.312 5.006

8 0.612 -1.038 -51.276 -1.312 5.006

99

5 1.422 -0.016 -40.492 0.031 -4.378

6 1.240 -0.015 -36.662 0.027 -3.772

7 2.785 -0.567 -43.000 1.163 -1.316

8 2.785 -0.567 -43.000 1.163 -1.316

105

5 0.867 -0.038 -51.246 0.043 -4.415

6 0.756 -0.034 -45.736 0.038 -3.781

7 2.823 -0.486 -47.793 1.044 -0.670

8 2.823 -0.486 -47.793 1.044 -0.670

108

5 -0.906 -0.014 -51.354 0.014 4.351

6 -0.793 -0.014 -45.834 0.014 3.720

7 1.076 -0.485 -54.724 1.052 8.127

8 1.076 -0.485 -54.724 1.052 8.127

125

5 -1.431 0.202 -41.546 -0.230 4.353

6 -1.251 0.178 -37.548 -0.204 3.746

7 -0.086 -0.375 -39.575 0.945 7.316

8 -0.086 -0.375 -39.575 0.945 7.316

130

5 1.363 0.037 -47.049 -0.030 -4.431

6 1.194 0.040 -41.879 -0.036 -3.812

7 2.701 -0.522 -48.752 1.113 -1.477

8 2.701 -0.522 -48.752 1.113 -1.477

136

5 0.906 0.209 -53.225 -0.245 -4.363

6 0.791 0.187 -47.325 -0.220 -3.732

7 2.809 -0.334 -50.388 0.865 -0.755

8 2.809 -0.334 -50.388 0.865 -0.755

139

5 -0.890 0.091 -56.747 -0.110 4.377

6 -0.779 0.084 -50.334 -0.102 3.743

7 1.016 -0.485 -59.191 1.051 7.989

8 1.016 -0.485 -59.191 1.051 7.989

1565 -0.794 -1.110 -24.097 -5.073 3.217

6 -0.721 -1.007 -22.000 -4.513 2.890

12/23/2014


F9

F10

F11

F12

F13

F14

F15

F16

F17

F18

F19

F20

F21



Page 37

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Client : IPC

7 0.455 -1.534 -22.619 -4.076 5.996

8 0.455 -1.534 -22.619 -4.076 5.996

161

5 0.741 -0.982 -28.287 -5.206 -3.234

6 0.676 -0.898 -25.568 -4.627 -2.905

7 1.992 -1.416 -31.172 -4.208 -0.453

8 1.992 -1.416 -31.172 -4.208 -0.453

167

5 0.543 -1.479 -30.529 -6.307 -2.990

6 0.488 -1.318 -27.622 -5.457 -2.676

7 2.329 -1.905 -26.705 -5.333 0.411

8 2.329 -1.905 -26.705 -5.333 0.411

170

5 -0.464 -1.347 -35.526 -6.454 3.121

6 -0.423 -1.202 -31.915 -5.586 2.784

7 1.316 -1.735 -40.253 -5.511 6.515

8 1.316 -1.735 -40.253 -5.511 6.515

Group 2 - FI Unit( tonf , tonf-m )


219

5 -0.391 1.359 -15.099 4.661 2.724

6 -0.324 1.135 -13.480 4.267 2.503

7 1.019 1.133 -14.209 5.179 5.820

8 0.888 1.584 -18.524 6.426 6.542

222

5 -0.391 -1.361 -15.099 -4.660 2.724

6 -0.324 -1.137 -13.480 -4.266 2.503

7 1.027 -1.587 -14.394 -4.142 5.835

8 0.895 -2.039 -18.709 -5.389 6.557

3.5.2 Load Combination in Footing Bottom (With Pier SW) Group 1 - Staad_Job Unit( tonf , tonf-m )


1

5 -0.830 1.106 -24.097 4.585 2.781

6 -0.752 1.004 -22.001 4.069 2.500

7 0.340 0.660 -21.319 5.811 5.903

8 0.340 0.660 -21.319 5.811 5.903

6

5 0.830 1.087 -24.070 4.625 -2.781

6 0.751 0.988 -21.978 4.102 -2.501

7 1.993 0.669 -25.488 5.789 0.330

8 1.993 0.669 -25.488 5.789 0.330

12

5 0.535 1.513 -30.780 5.585 -2.779

6 0.481 1.348 -27.829 4.814 -2.484

7 2.194 1.081 -26.460 6.763 1.128

8 2.194 1.081 -26.460 6.763 1.128

15

5 -0.535 1.510 -30.768 5.589 2.780

6 -0.482 1.345 -27.818 4.818 2.484

7 1.130 1.047 -34.274 6.824 6.699

8 1.130 1.047 -34.274 6.824 6.699

32

5 -1.449 -0.208 -41.491 0.336 3.679

6 -1.266 -0.183 -37.496 0.297 3.158

7 -0.160 -0.778 -39.898 1.762 7.097

12/23/2014


F22

F23

F24

Fx Fy Fz Mx My

F25

F26

Fx Fy Fz Mx My

F1

F2

F3

F4

F5



Page 38

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Foundation



Client : IPC

8 -0.160 -0.778 -39.898 1.762 7.097

37

5 1.450 -0.166 -41.691 0.277 -3.684

6 1.266 -0.149 -37.659 0.249 -3.164

7 2.738 -0.731 -43.526 1.678 -0.267

8 2.738 -0.731 -43.526 1.678 -0.267

43

5 0.918 -0.247 -52.811 0.397 -3.937

6 0.802 -0.222 -46.967 0.357 -3.360

7 2.744 -0.708 -50.366 1.623 0.345

8 2.744 -0.708 -50.366 1.623 0.345

46

5 -0.932 -0.236 -52.888 0.379 3.908

6 -0.815 -0.213 -47.031 0.343 3.334

7 0.894 -0.713 -55.563 1.637 8.188

8 0.894 -0.713 -55.563 1.637 8.188

63

5 -0.974 0.474 -52.783 2.264 1.255

6 -0.862 0.389 -47.105 1.748 0.917

7 0.605 -0.088 -51.214 3.675 5.263

8 0.605 -0.088 -51.214 3.675 5.263

68

5 1.420 0.008 -40.518 -0.003 -3.740

6 1.238 0.008 -36.685 -0.004 -3.216

7 2.773 -0.539 -42.952 1.370 -0.087

8 2.773 -0.539 -42.952 1.370 -0.087

74

5 0.869 0.052 -51.207 -0.083 -4.024

6 0.757 0.046 -45.701 -0.074 -3.440

7 2.817 -0.466 -47.749 1.231 0.582

8 2.817 -0.466 -47.749 1.231 0.582

77

5 -0.903 0.036 -51.281 -0.058 3.946

6 -0.790 0.033 -45.770 -0.053 3.365

7 1.068 -0.404 -54.606 1.142 8.590

8 1.068 -0.404 -54.606 1.142 8.590

94

5 -0.974 -0.480 -52.784 -2.249 1.256

6 -0.862 -0.394 -47.106 -1.737 0.918

7 0.612 -1.038 -51.276 -0.845 5.282

8 0.612 -1.038 -51.276 -0.845 5.282

99

5 1.422 -0.016 -40.492 0.038 -3.738

6 1.240 -0.015 -36.662 0.034 -3.214

7 2.785 -0.567 -43.000 1.418 -0.063

8 2.785 -0.567 -43.000 1.418 -0.063

105

5 0.867 -0.038 -51.246 0.060 -4.025

6 0.756 -0.034 -45.736 0.053 -3.441

7 2.823 -0.486 -47.793 1.263 0.600

8 2.823 -0.486 -47.793 1.263 0.600

108

5 -0.906 -0.014 -51.354 0.020 3.943

6 -0.793 -0.014 -45.834 0.020 3.363

7 1.076 -0.485 -54.724 1.270 8.612

8 1.076 -0.485 -54.724 1.270 8.612

125

5 -1.431 0.202 -41.546 -0.321 3.709

6 -1.251 0.178 -37.548 -0.284 3.183

7 -0.086 -0.375 -39.575 1.113 7.277

8 -0.086 -0.375 -39.575 1.113 7.277

130 5 1.363 0.037 -47.049 -0.047 -3.818

12/23/2014


F6

F7

F8

F9

F10

F11

F12

F13

F14

F15

F16

F17

F18



Page 39

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Foundation



Client : IPC

6 1.194 0.040 -41.879 -0.054 -3.275

7 2.701 -0.522 -48.752 1.347 -0.261

8 2.701 -0.522 -48.752 1.347 -0.261

136

5 0.906 0.209 -53.225 -0.339 -3.955

6 0.791 0.187 -47.325 -0.304 -3.376

7 2.809 -0.334 -50.388 1.016 0.509

8 2.809 -0.334 -50.388 1.016 0.509

139

5 -0.890 0.091 -56.747 -0.151 3.976

6 -0.779 0.084 -50.334 -0.139 3.392

7 1.016 -0.485 -59.191 1.269 8.446

8 1.016 -0.485 -59.191 1.269 8.446

156

5 -0.794 -1.110 -24.097 -4.574 2.860

6 -0.721 -1.007 -22.000 -4.060 2.566

7 0.455 -1.534 -22.619 -3.386 6.201

8 0.455 -1.534 -22.619 -3.386 6.201

161

5 0.741 -0.982 -28.287 -4.764 -2.901

6 0.676 -0.898 -25.568 -4.222 -2.601

7 1.992 -1.416 -31.172 -3.571 0.444

8 1.992 -1.416 -31.172 -3.571 0.444

167

5 0.543 -1.479 -30.529 -5.641 -2.746

6 0.488 -1.318 -27.622 -4.864 -2.456

7 2.329 -1.905 -26.705 -4.476 1.459

8 2.329 -1.905 -26.705 -4.476 1.459

170

5 -0.464 -1.347 -35.526 -5.848 2.912

6 -0.423 -1.202 -31.915 -5.046 2.594

7 1.316 -1.735 -40.253 -4.730 7.107

8 1.316 -1.735 -40.253 -4.730 7.107

Group 2 - FI Unit( tonf , tonf-m )


219

5 -0.391 1.359 -15.099 4.049 2.548

6 -0.324 1.135 -13.480 3.757 2.357

7 1.019 1.133 -14.209 4.669 6.279

8 0.888 1.584 -18.524 5.713 6.942

222

5 -0.391 -1.361 -15.099 -4.048 2.548

6 -0.324 -1.137 -13.480 -3.755 2.357

7 1.027 -1.587 -14.394 -3.428 6.297

8 0.895 -2.039 -18.709 -4.472 6.960

3.5.3 Load Combination in Footing Bottom Center (With Pier & Footing SW)

Load Combination of Elastic Condition

p : PileType

Group 1 - Staad_Job

- C.G. of Load is coordinate from left bottom. Unit : mm Unit( tonf , tonf-m )

Ft.Name L.Comb. C.G. of Loads

5 -0.830 1.106 -25.393 4.585 2.781 600.0 , 500.0

6 -0.752 1.004 -23.297 4.069 2.500 600.0 , 500.0

12/23/2014


F19

F20

F21

F22

F23

F24

Fx Fy Fz Mx My

F25

F26

Fx Fy Fz Mx My

F1 p



Page 40

Calculation Sheet

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Foundation



Client : IPC

7 0.340 0.660 -21.319 5.811 5.903 600.0 , 500.0

5 0.830 1.087 -25.366 4.625 -2.781 600.0 , 500.0

6 0.751 0.988 -23.274 4.102 -2.501 600.0 , 500.0

7 1.993 0.669 -25.488 5.789 0.330 600.0 , 500.0

5 0.535 1.513 -32.076 5.585 -2.779 600.0 , 500.0

6 0.481 1.348 -29.125 4.814 -2.484 600.0 , 500.0

7 2.194 1.081 -26.460 6.763 1.128 600.0 , 500.0

5 -0.535 1.510 -32.064 5.589 2.780 600.0 , 500.0

6 -0.482 1.345 -29.114 4.818 2.484 600.0 , 500.0

7 1.130 1.047 -34.274 6.824 6.699 600.0 , 500.0

5 -1.449 -0.208 -42.787 0.336 3.679 600.0 , 500.0

6 -1.266 -0.183 -38.792 0.297 3.158 600.0 , 500.0

7 -0.160 -0.778 -39.898 1.762 7.097 600.0 , 500.0

5 1.450 -0.166 -42.987 0.277 -3.684 600.0 , 500.0

6 1.266 -0.149 -38.955 0.249 -3.164 600.0 , 500.0

7 2.738 -0.731 -43.526 1.678 -0.267 600.0 , 500.0

5 0.918 -0.247 -54.107 0.397 -3.937 600.0 , 500.0

6 0.802 -0.222 -48.263 0.357 -3.360 600.0 , 500.0

7 2.744 -0.708 -50.366 1.623 0.345 600.0 , 500.0

5 -0.932 -0.236 -54.184 0.379 3.908 600.0 , 500.0

6 -0.815 -0.213 -48.327 0.343 3.334 600.0 , 500.0

7 0.894 -0.713 -55.563 1.637 8.188 600.0 , 500.0

5 -0.974 0.474 -54.079 2.264 1.255 600.0 , 500.06 -0.862 0.389 -48.401 1.748 0.917 600.0 , 500.0

7 0.605 -0.088 -51.214 3.675 5.263 600.0 , 500.0

5 1.420 0.008 -41.814 -0.003 -3.740 600.0 , 500.0

6 1.238 0.008 -37.981 -0.004 -3.216 600.0 , 500.0

7 2.773 -0.539 -42.952 1.370 -0.087 600.0 , 500.0

5 0.869 0.052 -52.503 -0.083 -4.024 600.0 , 500.0

6 0.757 0.046 -46.997 -0.074 -3.440 600.0 , 500.0

7 2.817 -0.466 -47.749 1.231 0.582 600.0 , 500.0

5 -0.903 0.036 -52.577 -0.058 3.946 600.0 , 500.0

6 -0.790 0.033 -47.066 -0.053 3.365 600.0 , 500.0

7 1.068 -0.404 -54.606 1.142 8.590 600.0 , 500.0

5 -0.974 -0.480 -54.080 -2.249 1.256 600.0 , 500.0

6 -0.862 -0.394 -48.402 -1.737 0.918 600.0 , 500.0

7 0.612 -1.038 -51.276 -0.845 5.282 600.0 , 500.0

5 1.422 -0.016 -41.788 0.038 -3.738 600.0 , 500.0

6 1.240 -0.015 -37.958 0.034 -3.214 600.0 , 500.0

7 2.785 -0.567 -43.000 1.418 -0.063 600.0 , 500.0

5 0.867 -0.038 -52.542 0.060 -4.025 600.0 , 500.0

12/23/2014


F2 p

F3 p

F4 p

F5 p

F6 p

F7 p

F8 p

F9 p

F10 p

F11 p

F12 p

F13 p

F14 p

F15 p



Page 41

Calculation Sheet

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Foundation



Client : IPC

6 0.756 -0.034 -47.032 0.053 -3.441 600.0 , 500.0

7 2.823 -0.486 -47.793 1.263 0.600 600.0 , 500.0

5 -0.906 -0.014 -52.650 0.020 3.943 600.0 , 500.0

6 -0.793 -0.014 -47.130 0.020 3.363 600.0 , 500.0

7 1.076 -0.485 -54.724 1.270 8.612 600.0 , 500.0

5 -1.431 0.202 -42.842 -0.321 3.709 600.0 , 500.0

6 -1.251 0.178 -38.844 -0.284 3.183 600.0 , 500.0

7 -0.086 -0.375 -39.575 1.113 7.277 600.0 , 500.0

5 1.363 0.037 -48.345 -0.047 -3.818 600.0 , 500.0

6 1.194 0.040 -43.175 -0.054 -3.275 600.0 , 500.0

7 2.701 -0.522 -48.752 1.347 -0.261 600.0 , 500.0

5 0.906 0.209 -54.521 -0.339 -3.955 600.0 , 500.0

6 0.791 0.187 -48.621 -0.304 -3.376 600.0 , 500.0

7 2.809 -0.334 -50.388 1.016 0.509 600.0 , 500.0

5 -0.890 0.091 -58.043 -0.151 3.976 600.0 , 500.0

6 -0.779 0.084 -51.630 -0.139 3.392 600.0 , 500.0

7 1.016 -0.485 -59.191 1.269 8.446 600.0 , 500.0

5 -0.794 -1.110 -25.393 -4.574 2.860 600.0 , 500.0

6 -0.721 -1.007 -23.296 -4.060 2.566 600.0 , 500.0

7 0.455 -1.534 -22.619 -3.386 6.201 600.0 , 500.0

5 0.741 -0.982 -29.583 -4.764 -2.901 600.0 , 500.0

6 0.676 -0.898 -26.864 -4.222 -2.601 600.0 , 500.0

7 1.992 -1.416 -31.172 -3.571 0.444 600.0 , 500.05 0.543 -1.479 -31.825 -5.641 -2.746 600.0 , 500.0

6 0.488 -1.318 -28.917 -4.864 -2.456 600.0 , 500.0

7 2.329 -1.905 -26.705 -4.476 1.459 600.0 , 500.0

5 -0.464 -1.347 -36.822 -5.848 2.912 600.0 , 500.0

6 -0.423 -1.202 -33.211 -5.046 2.594 600.0 , 500.0

7 1.316 -1.735 -40.253 -4.730 7.107 600.0 , 500.0

Group 2 - FI


Ft.Name L.Comb. C.G. of Loads

5 -0.391 1.359 -15.488 4.049 2.548 300.0 , 300.0

6 -0.324 1.135 -13.869 3.757 2.357 300.0 , 300.0

7 1.019 1.133 -14.209 4.669 6.279 300.0 , 300.0

5 -0.391 -1.361 -15.488 -4.048 2.548 300.0 , 300.0

6 -0.324 -1.137 -13.869 -3.755 2.357 300.0 , 300.0

7 1.027 -1.587 -14.394 -3.428 6.297 300.0 , 300.0

12/23/2014


F16 p

F17 p

F18 p

F19 p

F20 p

F21 p

F22 p

F23 p

F24 p

Fx Fy Fz Mx My

F25 p

F26 p



Page 42

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Foundation



Client : IPC

Load Combination of Ultimate Condition

p : PileType

Group 1 - Staad_Job - C.G. of Load is coordinate from left bottom. Unit : mm Unit( tonf , tonf-m )

Ft.Name Sec.Nam L.Comb. C.G. of Loads

S1 8 0.340 0.660 -21.319 5.811 5.903 600.0 , 500.0

S1 8 1.993 0.669 -25.488 5.789 0.330 600.0 , 500.0

S1 8 2.194 1.081 -26.460 6.763 1.128 600.0 , 500.0

S1 8 1.130 1.047 -34.274 6.824 6.699 600.0 , 500.0

S1 8 -0.160 -0.778 -39.898 1.762 7.097 600.0 , 500.0

S1 8 2.738 -0.731 -43.526 1.678 -0.267 600.0 , 500.0

S1 8 2.744 -0.708 -50.366 1.623 0.345 600.0 , 500.0

S1 8 0.894 -0.713 -55.563 1.637 8.188 600.0 , 500.0S1 8 0.605 -0.088 -51.214 3.675 5.263 600.0 , 500.0

S1 8 2.773 -0.539 -42.952 1.370 -0.087 600.0 , 500.0

S1 8 2.817 -0.466 -47.749 1.231 0.582 600.0 , 500.0

S1 8 1.068 -0.404 -54.606 1.142 8.590 600.0 , 500.0

S1 8 0.612 -1.038 -51.276 -0.845 5.282 600.0 , 500.0

S1 8 2.785 -0.567 -43.000 1.418 -0.063 600.0 , 500.0

S1 8 2.823 -0.486 -47.793 1.263 0.600 600.0 , 500.0

S1 8 1.076 -0.485 -54.724 1.270 8.612 600.0 , 500.0

S1 8 -0.086 -0.375 -39.575 1.113 7.277 600.0 , 500.0

S1 8 2.701 -0.522 -48.752 1.347 -0.261 600.0 , 500.0

S1 8 2.809 -0.334 -50.388 1.016 0.509 600.0 , 500.0

S1 8 1.016 -0.485 -59.191 1.269 8.446 600.0 , 500.0

S1 8 0.455 -1.534 -22.619 -3.386 6.201 600.0 , 500.0

S1 8 1.992 -1.416 -31.172 -3.571 0.444 600.0 , 500.0

S1 8 2.329 -1.905 -26.705 -4.476 1.459 600.0 , 500.0

S1 8 1.316 -1.735 -40.253 -4.730 7.107 600.0 , 500.0

Group 2 - FI


Ft.Name Sec.Nam L.Comb. C.G. of Loads

S1 8 0.888 1.584 -18.524 5.713 6.942 300.0 , 300.0

S1 8 0.895 -2.039 -18.709 -4.472 6.960 300.0 , 300.0

12/23/2014


Fx Fy Fz Mx My

F1 p

F2 p

F3 p

F4 p

F5 p

F6 p

F7 p

F8 p

F9 p

F10 p

F11 p

F12 p

F13 p

F14 p

F15 p

F16 p

F17 p

F18 p

F19 p

F20 p

F21 p

F22 p

F23 p

F24 p

Fx Fy Fz Mx My

F25 p

F26 p



Page 43

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Client : IPC

4. CHECK OF STABILITY

4.1 CHECK OF PILE REACTION (Bi-Axial) 4.1.1 Formula

if footing is checked in Buoyancy Fz means Fz - Fb

a. Vertical - Bi Axial : R =Fz

Np

My X

Xi2

Mx Y

Yi2

- Ru = Rmax

- Uf = Min[ 0 , Rmin ]

- Ru < Va => OK

b. Horizontal - Hmax =( Hxi

2 + Hyi

2)

Np< Ha => OK

c. Uplift - Uf < Ua => OK

Ver. / Uf. = Vertical / Uplift

4.1.2 Check of Vertical & Uplift Reaction

Group 1 - Staad_Job

Ft.Name Np(EA) Fl (mm) Fw (mm)

F1 2 1200 1000 0.18 0

F2 2 1200 1000 0.18 0

F3 2 1200 1000 0.18 0

F4 2 1200 1000 0.18 0

F5 2 1200 1000 0.18 0

F6 2 1200 1000 0.18 0

F7 2 1200 1000 0.18 0

F8 2 1200 1000 0.18 0

F9 2 1200 1000 0.18 0

F10 2 1200 1000 0.18 0

F11 2 1200 1000 0.18 0

F12 2 1200 1000 0.18 0

F13 2 1200 1000 0.18 0

F14 2 1200 1000 0.18 0

F15 2 1200 1000 0.18 0

F16 2 1200 1000 0.18 0

F17 2 1200 1000 0.18 0

F18 2 1200 1000 0.18 0

F19 2 1200 1000 0.18 0

F20 2 1200 1000 0.18 0

F21 2 1200 1000 0.18 0

F22 2 1200 1000 0.18 0

F23 2 1200 1000 0.18 0

F24 2 1200 1000 0.18 0

12/23/2014


Xi2 (m

2) Yi

2 (m

2)



Page 44

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Foundation



Client : IPC

Unit( tonf )Ft.Name L.Comb. Pile Result

F1 7 PANCANG 20.497 0.821 20.497 0 46.6 9.3

F2 5 PANCANG 17.319 8.047 17.319 0 46.6 9.3

F3 5 PANCANG 20.67 11.406 20.67 0 46.6 9.3

F4 7 PANCANG 28.301 5.973 28.301 0 46.6 9.3

F5 7 PANCANG 31.777 8.122 31.777 0 46.6 9.3

F6 5 PANCANG 27.634 15.353 27.634 0 46.6 9.3

F7 5 PANCANG 33.615 20.492 33.615 0 46.6 9.3

F8 7 PANCANG 41.428 14.134 41.428 0 46.6 9.3

F9 7 PANCANG 34.379 16.835 34.379 0 46.6 9.3

F10 5 PANCANG 27.14 14.674 27.14 0 46.6 9.3

F11 5 PANCANG 32.958 19.545 32.958 0 46.6 9.3

F12 7 PANCANG 41.619 12.987 41.619 0 46.6 9.3

F13 7 PANCANG 34.441 16.835 34.441 0 46.6 9.3

F14 5 PANCANG 27.124 14.664 27.124 0 46.6 9.3

F15 5 PANCANG 32.979 19.563 32.979 0 46.6 9.3

F16 7 PANCANG 41.714 13.009 41.714 0 46.6 9.3

F17 7 PANCANG 31.916 7.658 31.916 0 46.6 9.3

F18 5 PANCANG 30.535 17.81 30.535 0 46.6 9.3

F19 5 PANCANG 33.853 20.668 33.853 0 46.6 9.3

F20 7 PANCANG 43.672 15.519 43.672 0 46.6 9.3

F21 7 PANCANG 21.644 0.975 21.644 0 46.6 9.3

F22 5 PANCANG 19.626 9.957 19.626 0 46.6 9.3

F23 5 PANCANG 20.489 11.336 20.489 0 46.6 9.3

F24 7 PANCANG 31.972 8.282 31.972 0 46.6 9.3

Group 2 - FI

Ft.Name Np(EA) Fl (mm) Fw (mm)

F25 1 600 600 0 0

F26 1 600 600 0 0

Unit( tonf )

Ft.Name L.Comb. Pile Result

F25 5 PANCANG 15.488 15.488 15.488 0 46.6 9.3

F26 5 PANCANG 15.488 15.488 15.488 0 46.6 9.3

4.1.3 Check Of Horizontal Reaction

Group 1 - Staad_Job

Ft.Name L.Comb. Pile Hmax (tonf) Ha (tonf) Result

F1 5PANCANGMINI PILE

0.691 2


1.051 2

12/23/2014


R Max R Min Ru Uf Ra Ua

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

Xi2 (m

2) Yi

2 (m

2)

R Max R Min Ru Uf Ra Ua

OK

OK

OK

OK



Page 45

Calculation Sheet

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Foundation



Client : IPC


1.223 2

F4 5 PANCANGMINI PILE 0.801 2


0.732 2


1.417 2


1.417 2


0.572 2


0.542 2

F10 7PANCANGMINI PILE 1.413 2


1.428 2


0.571 2


0.603 2


1.421 2


1.432 2

F16 7

PANCANG

MINI PILE 0.59 2


0.723 2


1.375 2


1.415 2


0.563 2


0.8 2

F22 7PANCANG

MINI PILE1.222 2


1.504 2


1.089 2

Group 2 - FI

Ft.Name L.Comb. Pile Hmax (tonf) Ha (tonf) Result


1.524 2

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 46

Calculation Sheet

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Foundation



Client : IPC


1.89 2

12/23/2014


OK



Page 47

Calculation Sheet

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Foundation



Client : IPC


5.1 DESIGN MOMENT AND SHEAR FORCE

Footing design is in accordance with unltimate strength method at footing bottom.

Calculated total pier load as

Q = Fz - Self Weight Factor (Soil Weight + Footing Weight)

Ft.Name : Footing Name , Sec.Name : Strip Name for Footing Reinforcement Design

Dir. : Direction , L.Comb. : Load Combination Index , Sl or Sw : Strip X or Y width

5.1.1 Data

Group 1 - Staad_Job Unit( mm , tonf , tonf-m )

Ft.Name Sec.Nam Dir. L.Comb. Fl or Fw Sl or Sw

S1 X 8 1200.00 1000.00 21.319 5.90 21.319

S1 Y 8 1000.00 1200.00 21.319 5.811 21.319

S1 X 8 1200.00 1000.00 25.488 0.33 25.488

S1 Y 8 1000.00 1200.00 25.488 5.789 25.488

S1 X 8 1200.00 1000.00 26.460 1.13 26.460

S1 Y 8 1000.00 1200.00 26.460 6.763 26.460

S1 X 8 1200.00 1000.00 34.274 6.70 34.274

S1 Y 8 1000.00 1200.00 34.274 6.824 34.274

S1 X 8 1200.00 1000.00 39.898 7.10 39.898

S1 Y 8 1000.00 1200.00 39.898 1.762 39.898

S1 X 8 1200.00 1000.00 43.526 -0.27 43.526

S1 Y 8 1000.00 1200.00 43.526 1.678 43.526

S1 X 8 1200.00 1000.00 50.366 0.35 50.366

S1 Y 8 1000.00 1200.00 50.366 1.623 50.366

S1 X 8 1200.00 1000.00 55.563 8.19 55.563

S1 Y 8 1000.00 1200.00 55.563 1.637 55.563

S1 X 8 1200.00 1000.00 51.214 5.26 51.214

S1 Y 8 1000.00 1200.00 51.214 3.675 51.214

S1 X 8 1200.00 1000.00 42.952 -0.09 42.952

S1 Y 8 1000.00 1200.00 42.952 1.370 42.952

S1 X 8 1200.00 1000.00 47.749 0.58 47.749

S1 Y 8 1000.00 1200.00 47.749 1.231 47.749

S1 X 8 1200.00 1000.00 54.606 8.59 54.606

S1 Y 8 1000.00 1200.00 54.606 1.142 54.606

S1 X 8 1200.00 1000.00 51.276 5.28 51.276

S1 Y 8 1000.00 1200.00 51.276 -0.845 51.276

S1 X 8 1200.00 1000.00 43.000 -0.06 43.000

S1 Y 8 1000.00 1200.00 43.000 1.418 43.000

S1 X 8 1200.00 1000.00 47.793 0.60 47.793

S1 Y 8 1000.00 1200.00 47.793 1.263 47.793

S1 X 8 1200.00 1000.00 54.724 8.61 54.724

12/23/2014


Fz M Q

F1 p

F2 p

F3 p

F4 p

F5 p

F6 p

F7 p

F8 p

F9 p

F10 p

F11 p

F12 p

F13 p

F14 p

F15 p

F16 p



Page 48

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Client : IPC

S1 Y 8 1000.00 1200.00 54.724 1.270 54.724

S1 X 8 1200.00 1000.00 39.575 7.28 39.575

S1 Y 8 1000.00 1200.00 39.575 1.113 39.575

S1 X 8 1200.00 1000.00 48.752 -0.26 48.752

S1 Y 8 1000.00 1200.00 48.752 1.347 48.752

S1 X 8 1200.00 1000.00 50.388 0.51 50.388

S1 Y 8 1000.00 1200.00 50.388 1.016 50.388

S1 X 8 1200.00 1000.00 59.191 8.45 59.191

S1 Y 8 1000.00 1200.00 59.191 1.269 59.191

S1 X 8 1200.00 1000.00 22.619 6.20 22.619

S1 Y 8 1000.00 1200.00 22.619 -3.386 22.619

S1 X 8 1200.00 1000.00 31.172 0.44 31.172

S1 Y 8 1000.00 1200.00 31.172 -3.571 31.172

S1 X 8 1200.00 1000.00 26.705 1.46 26.705

S1 Y 8 1000.00 1200.00 26.705 -4.476 26.705

S1 X 8 1200.00 1000.00 40.253 7.11 40.253

S1 Y 8 1000.00 1200.00 40.253 -4.730 40.253

Group 2 - FI Unit( mm , tonf , tonf-m )

Ft.Name Sec.Nam Dir. L.Comb. Fl or Fw Sl or Sw

S1 X 8 600.00 600.00 18.524 6.94 18.524

S1 Y 8 600.00 600.00 18.524 5.713 18.524

S1 X 8 600.00 600.00 18.709 6.96 18.709

S1 Y 8 600.00 600.00 18.709 -4.472 18.709

5.1.2 Design Parameters

Yield Strength - 10M ~ 16M : f y1 , 19M ~ : f y2

f_cl : Clear Cover for edge of footing reinforcement

f_clt : Clear Cover for top of footing reinforcement

fp_clb : Clear Cover for bottom of footing reinforcement (Pile Foundation)

Loc. : Location of Critical Point from left side of footing

Unit(kgf/cm2,mm)

fck fy1 fy2 f_cl f_clt fp_clb0.9 0.75 250.00 2400.00 4000.00 50.0 50.0

12/23/2014


F17 p

F18 p

F19 p

F20 p

F21 p

F22 p

F23 p

F24 p

Fz M Q

F25 p

F26 p

120.0f

(Flexure) f

(Shear)



Page 49

Calculation Sheet

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Foundation



Client : IPC

5.2 REQUIRED REINFORCEMENT

5.2.1 Reinforcement Formula

- Shrinkage And Temperature Reinforcement ---- ACI CODE 7.12.2

As As1 = fac b h , fac = following

Area of shrinkage and temperature reinforcement shall provide at least the following ratio

of reinforcement area to gross concrete area, but not less than 0.0014

(a) Slabs where Grade 40 or 50 deformed bars are used ........................................................................0.0020

(b) Slabs where Grade 60 deformed bars or welded wire reinforcement are used....................................0.0018

(c) Slabs where reinforcement with yield stress exceeding 60,000 psi measured at a yield

strain of 0.35 percent is used .......................................................................................................0.0018 60,000

f y

- Required Reinforcement by Analysis

As As2 = r .req b d

- At every section of flexural members where tensile reinforcement is required

As (As5 =3 f ck

f ybw d) (As4 =

200

f yb d) ---- ACI Eq (10-3)

- The requirements of Eq (10-3) need not be applied, if every section As provided is

at least one -third greater then that required by analysis ---- ACI CODE 10.5.3

As3 = 1.333 r .req b d

Asmax = 0.75 r b b d

r b = 0.85

b 1 f ck

f y

0.003 Es

0.003 Es + f y

Selected As = Max ( As1 , As2 , Min ( As3 , Max ( As4 , As5 ) ) )

If Selected As < Using As < Asmax , then OK!!

Note : The reinforcement is calculated bases on the maximum moment under the foundation in each direction.

But, the 'ISO' , 'OCT' , 'HEX' , 'COMB' , 'TANK1' foundations are calaulated as face pier

Where,

Rn = Muf bd

2 ,f

= 0.9 ,r

.req = 0.85 fckfy

( 1 - 1 - 2Rn0.85fck

)

5.2.2 Check of Footing Reinforcement

Group 1 - Staad_Job

Footing Name : F1 GroupType : Isolated

- X direction (Unit Width)

Sec.Name L.Comb. Using Bar (mm) Width b (m) d (cm)

S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 6.590 0.0028

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 8.983 11.974 18.866 16.875 129.824

Sec.Name L.Comb. Result

S18 top 20.106 4.500

8 bottom 20.106 11.974

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100

Mu (tonf-m) Rn r

.Req-

6.149

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)

Select As(cm2)Using As(cm

2)

OK

OK



Page 50

Calculation Sheet

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Foundation



Client : IPC

- Y direction (Unit Width)


S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.527 0.0002

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 0.673 0.897 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S1 8 top - -8 bottom 4.274 0.0018

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 5.793 7.722 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 7.722



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.630 0.0003

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100

Mu (tonf-m) Rn r.Req

-

0.444

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-3.988

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.531



Page 51

Calculation Sheet

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Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 0.805 1.073 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 4.858 0.0020

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 6.594 8.790 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 8.790



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.655 0.0003

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.029 19.705 151.5968 bottom 4.500 0.836 1.115 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

4.533

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.552

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 52

Calculation Sheet

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Foundation



Client : IPC




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 9.098 0.0039

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 12.480 16.636 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 16.636



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.847 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.082 1.443 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 10.216 0.0044

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

8.490

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.714

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

9.533



Page 53

Calculation Sheet

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Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 14.053 18.732 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.732



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.986 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.260 1.680 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

Footing Name : F6 GroupType : Isolated - X direction (Unit Width)


S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 7.140 0.0030

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.967 20.543 158.0478 bottom 4.500 9.747 12.992 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 12.992

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.831

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

6.663

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 54

Calculation Sheet

of

Foundation



Client : IPC



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.076 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.376 1.834 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S1 8 top - -8 bottom 8.282 0.0035

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 11.337 15.112 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 15.112



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.245 0.0005

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.907

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-7.728

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.049



Page 55

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.592 2.122 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 13.320 0.0057

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 18.469 24.619 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.866



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.374 0.0006

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.029 19.705 151.5968 bottom 4.500 1.758 2.343 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

12.429

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.158

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 56

Calculation Sheet

of

Foundation



Client : IPC




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 11.053 0.0047

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 15.237 20.310 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.866



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.266 0.0005

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.619 2.158 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 6.951 0.0029

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

10.314

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.067

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

6.486



Page 57

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 9.483 12.641 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 12.641



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.062 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.358 1.810 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500



S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 7.987 0.0034

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.967 20.543 158.0478 bottom 4.500 10.925 14.563 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 14.563

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.895

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

7.453

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 58

Calculation Sheet

of

Foundation



Client : IPC



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.181 0.0005

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.510 2.012 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S1 8 top - -8 bottom 13.381 0.0058

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 18.556 24.735 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.866



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.349 0.0006

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.995

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-12.486

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.137



Page 59

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.726 2.300 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 11.072 0.0047

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 15.264 20.347 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.866



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.267 0.0005

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.029 19.705 151.5968 bottom 4.500 1.621 2.160 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

10.332

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.068

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 60

Calculation Sheet

of

Foundation



Client : IPC




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 6.945 0.0029

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 9.476 12.631 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 12.631



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.063 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.359 1.812 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 8.004 0.0034

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

6.481

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.896

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

7.469



Page 61

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 10.949 14.595 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 14.595



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.182 0.0005

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.511 2.014 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500



S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 13.411 0.0058

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.967 20.543 158.0478 bottom 4.500 18.599 24.793 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.866

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.996

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

12.514

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 62

Calculation Sheet

of

Foundation



Client : IPC



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.353 0.0006

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.730 2.307 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S1 8 top - -8 bottom 10.261 0.0044

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 14.116 18.817 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.817



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.978 0.0004

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.140

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-9.575

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.824



Page 63

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.250 1.666 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 7.976 0.0034

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 10.910 14.543 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 14.543



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.206 0.0005

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.029 19.705 151.5968 bottom 4.500 1.542 2.055 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

7.443

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.016

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 64

Calculation Sheet

of

Foundation



Client : IPC




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 8.373 0.0036

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 11.464 15.281 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 15.281



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.246 0.0005

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.593 2.124 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 14.041 0.0061

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

7.813

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.050

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

13.102



Page 65

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 19.505 26.000 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 19.505



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 1.463 0.0006

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.872 2.495 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500



S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 6.958 0.0029

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.967 20.543 158.0478 bottom 4.500 9.494 12.655 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 12.655

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

1.233

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

6.493

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 66

Calculation Sheet

of

Foundation



Client : IPC



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.559 0.0002

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 0.714 0.951 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S1 8 top - -8 bottom 5.249 0.0022

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 7.132 9.506 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 9.506



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.770 0.0003

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.471

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-4.898

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.649



Page 67

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 0.984 1.311 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 5.074 0.0021

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 6.891 9.186 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 9.186



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.661 0.0003

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.029 19.705 151.5968 bottom 4.500 0.844 1.125 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

4.735

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.557

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 68

Calculation Sheet

of

Foundation



Client : IPC




S18 top 0.600 1.000 39.200 20.106

8 botom 0.600 1.000 32.200 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 10.278 0.0044

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 14.141 18.849 18.866 16.875 129.824


S18 top 20.106 4.500

8 bottom 20.106 18.849



S18 top 0.500 1.000 37.600 20.106

8 botom 0.500 1.000 30.600 20.106

Sec.Name L.Comb.

S18 top - -

8 bottom 0.994 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.271 1.694 17.928 16.036 123.373


S18 top 20.106 4.500

8 bottom 20.106 4.500

Group 2 - FI




S18 top 0.300 1.000 39.200 13.411

8 botom 0.300 1.000 32.200 13.411

Sec.Name L.Comb.

S18 top - -

8 bottom 0.827 0.0003

12/23/2014


Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

9.591

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

10 - 16M @ 100

10 - 16M @ 100


-

0.838

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

6.67 - 16M @ 150

6.67 - 16M @ 150


-

0.772



Page 69

Calculation Sheet

of

Foundation



Client : IPC

Sec.Name L.Comb.

S18 top 4.500 - - 22.967 20.543 158.047

8 bottom 4.500 1.112 1.482 18.866 16.875 129.824


S18 top 13.411 4.500

8 bottom 13.411 4.500



S18 top 0.300 1.000 37.600 13.411

8 botom 0.300 1.000 30.600 13.411

Sec.Name L.Comb.

S18 top - -

8 bottom 0.916 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.171 1.560 17.928 16.036 123.373


S18 top 13.411 4.500

8 bottom 13.411 4.500



S18 top 0.300 1.000 39.200 13.411

8 botom 0.300 1.000 32.200 13.411

Sec.Name L.Comb.

S18 top - -

8 bottom 0.836 0.0003

Sec.Name L.Comb.

S1 8 top 4.500 - - 22.967 20.543 158.0478 bottom 4.500 1.124 1.498 18.866 16.875 129.824


S18 top 13.411 4.500

8 bottom 13.411 4.500

12/23/2014


As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

6.67 - 16M @ 150

6.67 - 16M @ 150


-

0.772

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK

Loc. (m) As (cm2)

6.67 - 16M @ 150

6.67 - 16M @ 150


-

0.780

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 70

Calculation Sheet

of

Foundation



Client : IPC



S18 top 0.300 1.000 37.600 13.411

8 botom 0.300 1.000 30.600 13.411

Sec.Name L.Comb.

S18 top - -

8 bottom 0.926 0.0004

Sec.Name L.Comb.

S18 top 4.500 - - 22.029 19.705 151.596

8 bottom 4.500 1.183 1.577 17.928 16.036 123.373


S18 top 13.411 4.500

8 bottom 13.411 4.500

12/23/2014


Loc. (m) As (cm2)

6.67 - 16M @ 150

6.67 - 16M @ 150


-

0.780

As1(cm2) As2(cm

2) As3(cm

2) As4(cm

2) As5(cm

2) Asmax(cm

2)


2)

OK

OK



Page 71

Calculation Sheet

of

Foundation



Client : IPC

5.3 ONE WAY SHEAR FORCE

5.3.1 One-Way Shear Formula

ACI 318-05 CODE 11.3.1.1

- For members subject to shear and flexure only.

- f Vc = 0.75 2 f ck B'w d (eq 11-3)

- Vu <= f Vc , then OK!!

5.3.2 Check of One-Way Shear

Group 1 - Staad_Job

Footing Name : F1 GroupType : Isolated PileType : True

1200

1 0 0 0

922

1 0 0 0

Unit : mm

- X direction One-Way Shear (Unit Width)


S1 8 922 322 1000 20.249 7.994 OK

- Y direction One-Way Shear (Unit Width)


S1 8 1000 306 1000 19.243 0 OK

12/23/2014


Loc. (mm) d (mm) Bw (mm) fVc (tonf) Vu (tonf)




Page 72

Calculation Sheet

of

Foundation



Client : IPC


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 5.184 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 5.893 OK

12/23/2014







Page 73

Calculation Sheet

of

Foundation



Client : IPC



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 11.037 OK


Sec.Name L.Comb. ResultS1 8 1000 306 1000 19.243 0 OK


1200

1 0

0 0

922

1 0

0 0

Unit : mm

12/23/2014




Loc. (mm) d (mm) Bw (mm) f

Vc (tonf) Vu (tonf)



Page 74

Calculation Sheet

of

Foundation



Client : IPC



S1 8 922 322 1000 20.249 12.393 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

278

1 0 0 0

Unit : mm



S1 8 278 322 1000 20.249 8.661 OK



S1 8 1000 306 1000 19.243 0 OK

12/23/2014





Vc (tonf) Vu (tonf)




Page 75

Calculation Sheet

of

Foundation



Client : IPC


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 10.046 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 16.157 OK

12/23/2014







Page 76

Calculation Sheet

of

Foundation



Client : IPC



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 13.408 OK




1200

1 0

0 0

278

1 0

0 0

Unit : mm

12/23/2014





Vc (tonf) Vu (tonf)



Page 77

Calculation Sheet

of

Foundation



Client : IPC



S1 8 278 322 1000 20.249 8.432 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 9.69 OK



S1 8 1000 306 1000 19.243 0 OK

12/23/2014





Vc (tonf) Vu (tonf)




Page 78

Calculation Sheet

of

Foundation



Client : IPC


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 16.231 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 13.432 OK

12/23/2014







Page 79

Calculation Sheet

of

Foundation



Client : IPC



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

278

1 0 0 0

Unit : mm



S1 8 278 322 1000 20.249 8.426 OK




1200

1 0

0 0

922

1 0

0 0

Unit : mm

12/23/2014





Vc (tonf) Vu (tonf)



Page 80

Calculation Sheet

of

Foundation



Client : IPC



S1 8 922 322 1000 20.249 9.71 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 16.268 OK



S1 8 1000 306 1000 19.243 0 OK

12/23/2014





Vc (tonf) Vu (tonf)




Page 81

Calculation Sheet

of

Foundation



Client : IPC


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 12.447 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

278

1 0 0 0

Unit : mm



S1 8 278 322 1000 20.249 9.676 OK

12/23/2014







Page 82

Calculation Sheet

of

Foundation



Client : IPC



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 10.157 OK




1200

1 0

0 0

922

1 0

0 0

Unit : mm

12/23/2014





Vc (tonf) Vu (tonf)



Page 83

Calculation Sheet

of

Foundation



Client : IPC



S1 8 922 322 1000 20.249 17.032 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 8.442 OK



S1 8 1000 306 1000 19.243 0 OK

12/23/2014





Vc (tonf) Vu (tonf)




Page 84

Calculation Sheet

of

Foundation



Client : IPC


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 6.366 OK



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 6.156 OK

12/23/2014







Page 85

Calculation Sheet

of

Foundation



Client : IPC



S1 8 1000 306 1000 19.243 0 OK


1200

1 0 0 0

922

1 0 0 0

Unit : mm



S1 8 922 322 1000 20.249 12.469 OK



12/23/2014





Vc (tonf) Vu (tonf)



Page 86

Calculation Sheet

of

Foundation



Client : IPC

Group 2 - FI


600

6 0 0

Unit : mm



S1 8 0 322 1000 20.249 0 OK



S1 8 0 306 1000 19.243 0 OK


600

6 0 0

Unit : mm

12/23/2014






Page 87

Calculation Sheet

of

Foundation



Client : IPC



S1 8 0 322 1000 20.249 0 OK



S1 8 0 306 1000 19.243 0 OK

12/23/2014






Page 88

Calculation Sheet

of

Foundation



Client : IPC

5.4 TWO WAY SHEAR FORCE

5.4.1 Two-Way Shear Formula

Vu = Fz Shade Ratio

(a) f Vc1 = 0.75 2 (1 + 2/b c) f ck bo d (eq 11-33) <- Vc1

(b) f Vc2 = 0.75 2 (1 + s d / 2 bo) f ck bo d (eq 11-34) <- Vc2

(c)f

Vc3 = 0.75 4 f ck bo d (eq 11-35) <- Vc3

f Vc = Min(f Vc1 , f Vc2 , f Vc3) ACI 318-05 CODE 11.12.2.1

Vu f Vc , then OK

where

b = ratio of long side to short side of the column, concentrated load or reaction area

s = 40 for interior colimns

= 30 for edge columns

= 20 for corner columns

bo = perimeter of critical section

Shade Ratio =Footing Area - Punching Area

Footing Area

5.4.2 Check of Two-WayShear

There is no pier that can be Analyzed
















12/23/2014




Page 89

Calculation Sheet

of

Foundation



Client : IPC



There is no pier that can be AnalyzedThere is no pier that can be Analyzed







5.5 PILE PUNCHING SHEAR FORCE

5.5.1 Pile Punching Shear Formula Vu = Fz Shade Ratio

(a) f Vc1 = 0.75 2 (1 + 2/b c) f ck bo d (eq 11-33) <- Vc1

(b)f

Vc2 = 0.75 2 (1 + s d / 2 bo) f ck bo d (eq 11-34) <- Vc2

(c) f Vc3 = 0.75 4 f ck bo d (eq 11-35) <- Vc3

f Vc = Min(f Vc1 , f Vc2 , f Vc3) ACI 318-05 CODE 11.12.2.1

Vu f Vc , then OK

where

b

= ratio of long side to short side of the column, concentrated load or reaction area

s = 40 for interior colimns

= 30 for edge columns

= 20 for corner columns

bo = perimeter of critical section

Shade Ratio =Footing Area - Punching Area

Footing Area

5.5.2 Check of Pile Punching Shear

1200

1 0 0 0

12

Ft.Name F1 Punching Area

Pile No. 1 1 / 30

Shape Square

L.Comb. 8

PileName PANCANG MINI PILE

Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

20.497 tonf

OK



Page 90

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

13.293 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

15.111 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

28.301 tonf

OK



Page 91

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 2 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

31.777 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

22.209 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

25.758 tonf

OK



Page 92

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 2 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

41.428 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

34.379 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

21.621 tonf

OK



Page 93

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

24.845 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

41.619 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

34.441 tonf

OK



Page 94

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 2 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

21.604 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

24.896 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

41.714 tonf

OK



Page 95

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 2 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

31.916 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

24.812 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

26.042 tonf

OK



Page 96

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

43.672 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

21.644 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

16.325 tonf

OK



Page 97

Calculation Sheet

of

Foundation



Client : IPC

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

1200

1 0 0 0

12


Pile No. 1 1 / 30

Shape Square

L.Comb. 8


Diameter 200mm

bo 2076.44mm Vu

d 322mm Result

600

6 0 0

1


Pile No. 1 1 / 40

Shape Square

L.Comb. 8


Diameter 200mm

bo 2088mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

15.784 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

4939.497 cm2

126.139 tonf

139.850 tonf

84.093 tonf

84.093 tonf

31.972 tonf

OK

bc / s

f Vc1

f Vc2

f Vc3

f Vc

2724.840 cm2

126.841 tonf

172.686 tonf

84.561 tonf

84.561 tonf

18.990 tonf

OK



Page 98

Calculation Sheet

of

Foundation



Client : IPC

600

6 0 0

1


Pile No. 1 1 / 40

Shape Square

L.Comb. 8


Diameter 200mm

bo 2088mm Vu

d 322mm Result

12/23/2014


bc / s

f Vc1

f Vc2

f Vc3

f Vc

2724.840 cm2

126.841 tonf

172.686 tonf

84.561 tonf

84.561 tonf

19.175 tonf

OK



Page 1

Calculation Sheet

of

Foundation



Client : IPC

SUMMARY REPORT FOR FOUNDATION DESIGN

Project Information

Project Name PROYEK KANTOR POLSEK

Structure Name GEDUNG KAPOLSEK

1. Check of Pile Reaction (Bi-Axial)

1.1 Check of Vertical (Unit : tonf)

Ft.Name # L/C Pile Ru Uf Ra Ua Result

F1

5 PANCANG 17.332 0 46.6 9.3

6 PANCANG 15.816 0 46.6 9.3

7 PANCANG 20.497 0 46.6 9.3

F25

PANCANG

17.319 0 46.6 9.36 PANCANG 15.805 0 46.6 9.3

7 PANCANG 13.293 0 46.6 9.3

F3

5 PANCANG 20.67 0 46.6 9.3

6 PANCANG 18.702 0 46.6 9.3

7 PANCANG 15.111 0 46.6 9.3

F4

5 PANCANG 20.666 0 46.6 9.3

6 PANCANG 18.696 0 46.6 9.3

7 PANCANG 28.301 0 46.6 9.3

F5

5 PANCANG 27.525 0 46.6 9.3

6 PANCANG 24.659 0 46.6 9.3

7 PANCANG 31.777 0 46.6 9.3

F6

5 PANCANG 27.634 0 46.6 9.3

6 PANCANG 24.751 0 46.6 9.3

7 PANCANG 22.209 0 46.6 9.3

F7

5 PANCANG 33.615 0 46.6 9.3

6 PANCANG 29.732 0 46.6 9.3

7 PANCANG 25.758 0 46.6 9.3

F8

5 PANCANG 33.605 0 46.6 9.3

6 PANCANG 29.72 0 46.6 9.3

7 PANCANG 41.428 0 46.6 9.3

F9

5 PANCANG 29.131 0 46.6 9.3

6 PANCANG 25.729 0 46.6 9.3

7 PANCANG 34.379 0 46.6 9.3

F10

5 PANCANG 27.14 0 46.6 9.3

6 PANCANG 24.35 0 46.6 9.3

7 PANCANG 21.621 0 46.6 9.3

F115 PANCANG 32.958 0 46.6 9.3

6 PANCANG 29.232 0 46.6 9.3

12/23/2014


OK

OK

OK

OKOK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 2

Calculation Sheet

of

Foundation



Client : IPC

7 PANCANG 24.845 0 46.6 9.3

F12

5 PANCANG 32.865 0 46.6 9.3

6 PANCANG 29.141 0 46.6 9.3

7 PANCANG 41.619 0 46.6 9.3

F13

5 PANCANG 29.133 0 46.6 9.3

6 PANCANG 25.732 0 46.6 9.3

7 PANCANG 34.441 0 46.6 9.3

F14

5 PANCANG 27.124 0 46.6 9.3

6 PANCANG 24.335 0 46.6 9.3

7 PANCANG 21.604 0 46.6 9.3

F15

5 PANCANG 32.979 0 46.6 9.3

6 PANCANG 29.251 0 46.6 9.3

7 PANCANG 24.896 0 46.6 9.3

F16

5 PANCANG 32.897 0 46.6 9.3

6 PANCANG 29.17 0 46.6 9.3

7 PANCANG 41.714 0 46.6 9.3

F17

5 PANCANG 27.603 0 46.6 9.3

6 PANCANG 24.727 0 46.6 9.3

7 PANCANG 31.916 0 46.6 9.3

F18

5 PANCANG 30.535 0 46.6 9.3

6 PANCANG 27.046 0 46.6 9.3

7 PANCANG 24.812 0 46.6 9.3

F195

PANCANG33.853 0 46.6 9.3

6 PANCANG 29.937 0 46.6 9.3

7 PANCANG 26.042 0 46.6 9.3

F20

5 PANCANG 35.649 0 46.6 9.3

6 PANCANG 31.468 0 46.6 9.3

7 PANCANG 43.672 0 46.6 9.3

F21

5 PANCANG 17.463 0 46.6 9.3

6 PANCANG 15.925 0 46.6 9.3

7 PANCANG 21.644 0 46.6 9.3

F22

5 PANCANG 19.626 0 46.6 9.3

6 PANCANG 17.766 0 46.6 9.3

7 PANCANG 16.325 0 46.6 9.3

F23

5 PANCANG 20.489 0 46.6 9.3

6 PANCANG 18.552 0 46.6 9.3

7 PANCANG 15.784 0 46.6 9.3

F24

5 PANCANG 23.265 0 46.6 9.3

6 PANCANG 20.929 0 46.6 9.3

7 PANCANG 31.972 0 46.6 9.3

F25 5 PANCANG 15.488 0 46.6 9.3

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OKOK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 3

Calculation Sheet

of

Foundation



Client : IPC

6 PANCANG 13.869 0 46.6 9.3

7 PANCANG 14.209 0 46.6 9.3

F26

5 PANCANG 15.488 0 46.6 9.3

6 PANCANG 13.869 0 46.6 9.3

7 PANCANG 14.394 0 46.6 9.3

1.2 Check of Horizontal (Unit : tonf)

Ft.Name # L/C Pile H Max Ha Result

F1

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 0.4 2

F2

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.1 2

F3

5 PANCANG 0.8 2

6 PANCANG 0.7 2

7 PANCANG 1.2 2

F4

5 PANCANG 0.8 2

6 PANCANG 0.7 2

7 PANCANG 0.8 2

F5

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 0.4 2

F6

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.4 2

F7

5 PANCANG 0.5 2

6 PANCANG 0.4 2

7 PANCANG 1.4 2

F8

5 PANCANG 0.5 2

6 PANCANG 0.4 2

7 PANCANG 0.6 2

F9

5 PANCANG 0.5 2

6 PANCANG 0.5 2

7 PANCANG 0.3 2

F10

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.4 2

F11

5 PANCANG 0.4 2

6 PANCANG 0.4 2

7 PANCANG 1.4 2

F12 5 PANCANG 0.5 2

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 4

Calculation Sheet

of

Foundation



Client : IPC

6 PANCANG 0.4 2

7 PANCANG 0.6 2

F13

5 PANCANG 0.5 2

6 PANCANG 0.5 2

7 PANCANG 0.6 2

F14

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.4 2

F15

5 PANCANG 0.4 2

6 PANCANG 0.4 2

7 PANCANG 1.4 2

F16

5 PANCANG 0.5 2

6 PANCANG 0.4 2

7 PANCANG 0.6 2

F17

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 0.2 2

F18

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.4 2

F19

5 PANCANG 0.5 2

6 PANCANG 0.4 2

7PANCANG

1.4 2

F20

5 PANCANG 0.4 2

6 PANCANG 0.4 2

7 PANCANG 0.6 2

F21

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 0.8 2

F22

5 PANCANG 0.6 2

6 PANCANG 0.6 2

7 PANCANG 1.2 2

F23

5 PANCANG 0.8 2

6 PANCANG 0.7 2

7 PANCANG 1.5 2

F24

5 PANCANG 0.7 2

6 PANCANG 0.6 2

7 PANCANG 1.1 2

F25

5 PANCANG 1.4 2

6 PANCANG 1.2 2

7 PANCANG 1.5 2

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OKOK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 5

Calculation Sheet

of

Foundation



Client : IPC

F26

5 PANCANG 1.4 2

6 PANCANG 1.2 2

7 PANCANG 1.9 2


2.1 Check of Reinforcement(Unit : cm

2)

Ft.Name Sec.Nam # L/C Result

F1S1 (X) 8 4.50 / 11.97 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F2S1 (X) 8 4.50 / 7.72 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F3S1 (X) 8 4.50 / 8.79 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F4S1 (X) 8 4.50 / 16.64 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F5S1 (X) 8 4.50 / 18.73 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F6S1 (X) 8 4.50 / 12.99 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F7S1 (X) 8 4.50 / 15.11 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F8

S1 (X) 8 4.50 / 18.87 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F9S1 (X) 8 4.50 / 18.87 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F10S1 (X) 8 4.50 / 12.64 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F11S1 (X) 8 4.50 / 14.56 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F12S1 (X) 8 4.50 / 18.87 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F13

S1 (X) 8 4.50 / 18.87 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F14S1 (X) 8 4.50 / 12.63 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F15S1 (X) 8 4.50 / 14.60 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F16S1 (X) 8 4.50 / 18.87 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F17S1 (X) 8 4.50 / 18.82 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

12/23/2014


OK

OK

OK

Req.As top / bottom Used.As top / bottom

OK / OK

OK / OK

OK / OK

OK / OK

OK / OKOK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK



Page 6

Calculation Sheet

of

Foundation



Client : IPC

F18S1 (X) 8 4.50 / 14.54 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F19S1 (X) 8 4.50 / 15.28 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F20S1 (X) 8 4.50 / 19.51 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F21S1 (X) 8 4.50 / 12.66 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F22S1 (X) 8 4.50 / 9.51 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F23S1 (X) 8 4.50 / 9.19 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F24 S1 (X) 8 4.50 / 18.85 20.11 / 20.11

S1 (Y) 8 4.50 / 4.50 20.11 / 20.11

F25S1 (X) 8 4.50 / 4.50 13.41 / 13.41

S1 (Y) 8 4.50 / 4.50 13.41 / 13.41

F26S1 (X) 8 4.50 / 4.50 13.41 / 13.41

S1 (Y) 8 4.50 / 4.50 13.41 / 13.41

2.2 Check of One Way Shear (Unit : tonf)

Ft.Name Sec.Nam # L/C Result

F1S1 (X) 8 20.25 7.99

S1 (Y) 8 19.24 0.00

F2S1 (X) 8 20.25 5.18

S1 (Y) 8 19.24 0.00

F3S1 (X) 8 20.25 5.89

S1 (Y) 8 19.24 0.00

F4S1 (X) 8 20.25 11.04

S1 (Y) 8 19.24 0.00

F5S1 (X) 8 20.25 12.39

S1 (Y) 8 19.24 0.00

F6S1 (X) 8 20.25 8.66

S1 (Y) 8 19.24 0.00

F7S1 (X) 8 20.25 10.05

S1 (Y) 8 19.24 0.00

F8S1 (X) 8 20.25 16.16

S1 (Y) 8 19.24 0.00

F9S1 (X) 8 20.25 13.41

S1 (Y) 8 19.24 0.00

F10S1 (X) 8 20.25 8.43

S1 (Y) 8 19.24 0.00

12/23/2014


OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

OK / OK

VuVc

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 7

Calculation Sheet

of

Foundation



Client : IPC

F11S1 (X) 8 20.25 9.69

S1 (Y) 8 19.24 0.00

F12S1 (X) 8 20.25 16.23

S1 (Y) 8 19.24 0.00

F13S1 (X) 8 20.25 13.43

S1 (Y) 8 19.24 0.00

F14S1 (X) 8 20.25 8.43

S1 (Y) 8 19.24 0.00

F15S1 (X) 8 20.25 9.71

S1 (Y) 8 19.24 0.00

F16S1 (X) 8 20.25 16.27

S1 (Y) 8 19.24 0.00

F17 S1 (X) 8 20.25 12.45

S1 (Y) 8 19.24 0.00

F18S1 (X) 8 20.25 9.68

S1 (Y) 8 19.24 0.00

F19S1 (X) 8 20.25 10.16

S1 (Y) 8 19.24 0.00

F20S1 (X) 8 20.25 17.03

S1 (Y) 8 19.24 0.00

F21S1 (X) 8 20.25 8.44

S1 (Y) 8 19.24 0.00

F22 S1 (X) 8 20.25 6.37S1 (Y) 8 19.24 0.00

F23S1 (X) 8 20.25 6.16

S1 (Y) 8 19.24 0.00

F24S1 (X) 8 20.25 12.47

S1 (Y) 8 19.24 0.00

F25S1 (X) 8 20.25 0.00

S1 (Y) 8 19.24 0.00

F26S1 (X) 8 20.25 0.00

S1 (Y) 8 19.24 0.00

2.3 Check of Two Way Shear (Unit : tonf)

Ft.Name # L/C Ct. Pr.Name Result

F1 8 0.000 0.000

F2 8 0.000 0.000

F3 8 0.000 0.000

F4 8 0.000 0.000

F5 8 0.000 0.000

F6 8 0.000 0.000

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OKOK

OK

OK

OK

OK

OK

OK

OK

OK

VuVc

OK

OK

OK

OK

OK

OK



Page 8

Calculation Sheet

of

Foundation



Client : IPC

F7 8 0.000 0.000

F8 8 0.000 0.000

F9 8 0.000 0.000

F10 8 0.000 0.000

F11 8 0.000 0.000

F12 8 0.000 0.000

F13 8 0.000 0.000

F14 8 0.000 0.000

F15 8 0.000 0.000

F16 8 0.000 0.000

F17 8 0.000 0.000

F18 8 0.000 0.000

F19 8 0.000 0.000

F20 8 0.000 0.000

F21 8 0.000 0.000

F22 8 0.000 0.000

F23 8 0.000 0.000

F24 8 0.000 0.000

F25 8 0.000 0.000

F26 8 0.000 0.000

2.4 Check of Pile Punching (Unit : tonf)

Ft.Name # L/C Ct. PL.Name Result

F1 8 1 84.093 20.497

F2 8 1 84.093 13.293

F3 8 1 84.093 15.111

F4 8 1 84.093 28.301

F5 8 1 84.093 31.777

F6 8 2 84.093 22.209

F7 8 1 84.093 25.758

F8 8 1 84.093 41.428

F9 8 1 84.093 34.379

F10 8 2 84.093 21.621

F11 8 1 84.093 24.845

F12 8 1 84.093 41.619

F13 8 1 84.093 34.441

F14 8 2 84.093 21.604

F15 8 1 84.093 24.896

F16 8 1 84.093 41.714

F17 8 1 84.093 31.916

F18 8 2 84.093 24.812

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

VuVcOK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK



Page 9

Calculation Sheet

of

Foundation



Client : IPC

F19 8 1 84.093 26.042

F20 8 1 84.093 43.672

F21 8 1 84.093 21.644

F22 8 1 84.093 16.325

F23 8 1 84.093 15.784

F24 8 1 84.093 31.972

F25 8 1 84.561 18.990

F26 8 1 84.561 19.175

12/23/2014


OK

OK

OK

OK

OK

OK

OK

OK



Software licensed to

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

1

22-Dec-14

23-Dec-2014 19:49DESAIN STRUKTUR 2 L

Print Time/Date: 23/12/2014 22:00 Print Run 1 of 14STAAD.Pro for Windows Release 2007

3D Rendered View

tampak samping kiri




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Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2

22-Dec-14



tampak samping kanan

tampak depan




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

3

22-Dec-14



tampak atas

Section PropertiesProp Section Area

(cm2)

Iyy

(cm4)

Izz

(cm4)

J

(cm4)

Material

1 Rect 0.30x0.30 900.000 67.5E 3 67.5E 3 114E 3 CONCRETE

2 Rect 0.40x0.20 800.000 26.7E 3 107E 3 73.2E 3 CONCRETE3 Rect 0.30x0.20 600.000 20E 3 45E 3 47E 3 CONCRETE

4 Rect 0.30x0.15 450.000 8.44E 3 33.8E 3 23.2E 3 CONCRETE

5 Rect 0.30x0.30 900.000 67.5E 3 67.5E 3 114E 3 CONCRETE

6 Rect 0.40x0.20 800.000 26.7E 3 107E 3 73.2E 3 CONCRETE

7 C200X80X7.5 31.330 168.000 1.95E 3 9.756 STEEL

Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

5 COMBINATION LOAD CASE 5 1 DL 1.20

2 LL 1.60


2 LL 0.50


2 LL 1.00

3 GEMPA X 1.00

4 GEMPA Z 0.30




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

4

22-Dec-14



Beam Loads : 1 DLBeam Type Direction Fa Da

(m)

Fb Db Ecc.

(m)

12 UNI MTon/m GY -0.875 - - - -

13 UNI MTon/m GY -0.875 - - - -

39 UNI MTon/m GY -0.088 - - - -

40 UNI MTon/m GY -0.088 - - - -

47 UNI MTon/m GY -0.875 - - - -

48 UNI MTon/m GY -0.875 - - - -

65 UNI MTon/m GY -0.088 - - - -

69 UNI MTon/m GY -0.088 - - - -

75 UNI MTon/m GY -0.088 - - - -

79 UNI MTon/m GY -0.088 - - - -88 UNI MTon/m GY -0.088 - - - -

89 UNI MTon/m GY -0.088 - - - -

96 UNI MTon/m GY -0.875 - - - -

97 UNI MTon/m GY -0.875 - - - -

114 UNI MTon/m GY -0.088 - - - -

118 UNI MTon/m GY -0.088 - - - -

124 UNI MTon/m GY -0.088 - - - -

128 UNI MTon/m GY -0.088 - - - -

137 UNI MTon/m GY -0.088 - - - -

138 UNI MTon/m GY -0.088 - - - -

145 UNI MTon/m GY -0.875 - - - -

146 UNI MTon/m GY -0.875 - - - -

163 UNI MTon/m GY -0.088 - - - -

167 UNI MTon/m GY -0.088 - - - -

173 UNI MTon/m GY -0.088 - - - -

177 UNI MTon/m GY -0.088 - - - -

186 UNI MTon/m GY -0.088 - - - -

187 UNI MTon/m GY -0.088 - - - -

194 UNI MTon/m GY -0.875 - - - -

195 UNI MTon/m GY -0.875 - - - -

212 UNI MTon/m GY -0.088 - - - -

216 UNI MTon/m GY -0.088 - - - -

222 UNI MTon/m GY -0.088 - - - -

226 UNI MTon/m GY -0.088 - - - -

243 UNI MTon/m GY -0.875 - - - -

244 UNI MTon/m GY -0.875 - - - -

279 UNI MTon/m GY -0.875 - - - -

280 UNI MTon/m GY -0.875 - - - -

285 UNI MTon/m GY -0.875 - - - -

286 UNI MTon/m GY -0.875 - - - -

287 UNI MTon/m GY -0.875 - - - -

288 UNI MTon/m GY -0.875 - - - -

293 UNI MTon/m GY -0.088 - - - -

294 UNI MTon/m GY -0.088 - - - -

295 UNI MTon/m GY -0.088 - - - -




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

5

22-Dec-14



Beam Loads : 1 DL Cont...Beam Type Direction Fa Da

(m)

Fb Db Ecc.

(m)

296 UNI MTon/m GY -0.088 - - - -

302 UNI MTon/m GY -0.088 - - - -

303 UNI MTon/m GY -0.088 - - - -

304 UNI MTon/m GY -0.088 - - - -

305 UNI MTon/m GY -0.088 - - - -

306 UNI MTon/m GY -0.875 - - - -

307 UNI MTon/m GY -0.875 - - - -

308 UNI MTon/m GY -0.875 - - - -

309 UNI MTon/m GY -0.875 - - - -


312 UNI MTon/m GY -0.875 - - - -

313 UNI MTon/m GY -0.875 - - - -

314 UNI MTon/m GY -0.875 - - - -

315 UNI MTon/m GY -0.875 - - - -

316 UNI MTon/m GY -0.875 - - - -

317 UNI MTon/m GY -0.875 - - - -

318 UNI MTon/m GY -0.875 - - - -

319 UNI MTon/m GY -0.875 - - - -

320 UNI MTon/m GY -0.875 - - - -

321 UNI MTon/m GY -0.875 - - - -

322 UNI MTon/m GY -0.875 - - - -

323 UNI MTon/m GY -0.875 - - - -

324 UNI MTon/m GY -0.875 - - - -

325 UNI MTon/m GY -0.875 - - - -

326 UNI MTon/m GY -0.875 - - - -

327 UNI MTon/m GY -0.875 - - - -

328 UNI MTon/m GY -0.875 - - - -

329 UNI MTon/m GY -0.875 - - - -

330 UNI MTon/m GY -0.875 - - - -

331 UNI MTon/m GY -0.875 - - - -

332 UNI MTon/m GY -0.875 - - - -

333 UNI MTon/m GY -0.875 - - - -

334 UNI MTon/m GY -0.875 - - - -

335 UNI MTon/m GY -0.875 - - - -

336 UNI MTon/m GY -0.875 - - - -

355 UNI MTon/m GY -0.875 - - - -

356 UNI MTon/m GY -0.875 - - - -

357 UNI MTon/m GY -0.875 - - - -

358 UNI MTon/m GY -0.875 - - - -

359 UNI MTon/m GY -0.875 - - - -

360 UNI MTon/m GY -0.875 - - - -

361 UNI MTon/m GY -0.875 - - - -

362 UNI MTon/m GY -0.875 - - - -

363 UNI MTon/m GY -0.875 - - - -




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

6

22-Dec-14




(m)

Fb Db Ecc.

(m)

364 UNI MTon/m GY -0.875 - - - -

365 UNI MTon/m GY -0.875 - - - -

366 UNI MTon/m GY -0.875 - - - -

367 UNI MTon/m GY -0.875 - - - -

368 UNI MTon/m GY -0.875 - - - -

369 UNI MTon/m GY -0.875 - - - -

370 UNI MTon/m GY -0.875 - - - -

371 UNI MTon/m GY -0.875 - - - -

372 UNI MTon/m GY -0.875 - - - -


375 UNI MTon/m GY -0.875 - - - -

376 UNI MTon/m GY -0.875 - - - -

377 UNI MTon/m GY -0.875 - - - -

378 UNI MTon/m GY -0.875 - - - -

379 UNI MTon/m GY -0.875 - - - -

380 UNI MTon/m GY -0.875 - - - -

381 UNI MTon/m GY -0.875 - - - -

382 UNI MTon/m GY -0.875 - - - -

383 UNI MTon/m GY -0.875 - - - -

384 UNI MTon/m GY -0.875 - - - -

385 UNI MTon/m GY -0.875 - - - -

386 UNI MTon/m GY -0.875 - - - -

387 UNI MTon/m GY -0.875 - - - -

388 UNI MTon/m GY -0.875 - - - -

389 UNI MTon/m GY -0.875 - - - -

390 UNI MTon/m GY -0.875 - - - -

391 UNI MTon/m GY -0.875 - - - -

392 UNI MTon/m GY -0.875 - - - -

393 UNI MTon/m GY -0.875 - - - -

394 UNI MTon/m GY -0.875 - - - -

395 UNI MTon/m GY -0.875 - - - -

396 UNI MTon/m GY -0.875 - - - -

397 UNI MTon/m GY -0.875 - - - -

398 UNI MTon/m GY -0.875 - - - -

444 UNI MTon/m GY -0.875 - - - -

445 UNI MTon/m GY -0.875 - - - -

446 UNI MTon/m GY -0.875 - - - -

447 UNI MTon/m GY -0.875 - - - -

448 UNI MTon/m GY -0.875 - - - -

449 UNI MTon/m GY -0.875 - - - -

450 UNI MTon/m GY -0.875 - - - -

451 UNI MTon/m GY -0.875 - - - -

452 UNI MTon/m GY -0.875 - - - -

453 UNI MTon/m GY -0.875 - - - -




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

7

22-Dec-14




(m)

Fb Db Ecc.

(m)

454 UNI MTon/m GY -0.875 - - - -

455 UNI MTon/m GY -0.875 - - - -

456 UNI MTon/m GY -0.875 - - - -

457 UNI MTon/m GY -0.875 - - - -

458 UNI MTon/m GY -0.875 - - - -

465 UNI MTon/m GY -0.875 - - - -

466 UNI MTon/m GY -0.875 - - - -

467 UNI MTon/m GY -0.875 - - - -

Floor Loads : 1 DLLoad

(MTon/m2)

Min Ht.

(m)

Max Ht.

(m)

Min X

(m)

Max X

(m)

Min Y

(m)

Max Y

(m)

-0.426 9.585 9.585 15.040 27.040 0.000 30.000

-0.426 9.585 9.585 10.540 15.040 12.000 18.000

-0.330 6.085 6.085 15.040 27.040 0.000 30.000

-0.330 6.085 6.085 10.540 15.040 12.000 18.000

-0.350 13.085 13.085 22.040 27.040 24.000 30.000

Selfweight : 1 DLDirection Factor

Y -1.000

Beam Loads : 2 LLBeam Type Direction Fa Da

(m)

Fb Db Ecc.

(m)

39 UNI MTon/m GY -0.120 - - - -

40 UNI MTon/m GY -0.120 - - - -

65 UNI MTon/m GY -0.120 - - - -

69 UNI MTon/m GY -0.120 - - - -

75 UNI MTon/m GY -0.120 - - - -

79 UNI MTon/m GY -0.120 - - - -

88 UNI MTon/m GY -0.120 - - - -

89 UNI MTon/m GY -0.120 - - - -

114 UNI MTon/m GY -0.120 - - - -

118 UNI MTon/m GY -0.120 - - - -

124 UNI MTon/m GY -0.120 - - - -

128 UNI MTon/m GY -0.120 - - - -

137 UNI MTon/m GY -0.120 - - - -

138 UNI MTon/m GY -0.120 - - - -




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

8

22-Dec-14



Beam Loads : 2 LL Cont...Beam Type Direction Fa Da

(m)

Fb Db Ecc.

(m)

163 UNI MTon/m GY -0.120 - - - -

167 UNI MTon/m GY -0.120 - - - -

173 UNI MTon/m GY -0.120 - - - -

177 UNI MTon/m GY -0.120 - - - -

184 CON kg GY -1E 3 - - - -

186 UNI MTon/m GY -0.120 - - - -

187 UNI MTon/m GY -0.120 - - - -

212 UNI MTon/m GY -0.120 - - - -

216 UNI MTon/m GY -0.120 - - - -


293 UNI MTon/m GY -0.120 - - - -

294 UNI MTon/m GY -0.120 - - - -

295 UNI MTon/m GY -0.120 - - - -

296 UNI MTon/m GY -0.120 - - - -

302 UNI MTon/m GY -0.120 - - - -

303 UNI MTon/m GY -0.120 - - - -

304 UNI MTon/m GY -0.120 - - - -

305 UNI MTon/m GY -0.120 - - - -

475 CON kg GY -1E 3 - - - -

476 CON kg GY -1E 3 - - - -

Floor Loads : 2 LLLoad

(MTon/m2)

Min Ht.

(m)

Max Ht.

(m)

Min X

(m)

Max X

(m)

Min Y

(m)

Max Y

(m)

-0.250 9.585 9.585 15.040 27.040 0.000 30.000

-0.250 9.585 9.585 10.540 15.040 12.000 18.000

-0.250 6.085 6.085 15.040 27.040 0.000 30.000

-0.250 6.085 6.085 10.540 15.040 12.000 18.000

-0.100 13.085 13.085 22.040 27.040 24.000 30.000




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

9

22-Dec-14



Node Loads : 3 GEMPA XNode FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

3 901.690 - - - - -

4 899.900 - - - - -

11 1.17E 3 - - - - -

13 1.17E 3 - - - - -

34 1.6E 3 - - - - -

35 1.61E 3 - - - - -

42 2.14E 3 - - - - -

44 2.15E 3 - - - - -

65 2.16E 3 - - - - -

66 1.56E 3 - - - - -75 2.07E 3 - - - - -

2.07E 3 - - - - -

96 2.16E 3 - - - - -

97 1.56E 3 - - - - -

104 2.07E 3 - - - - -

106 2.08E 3 - - - - -

127 1.6E 3 - - - - -

128 1.91E 3 - - - - -

135 2.17E 3 - - - - -

137 2.04E 3 - - - - -

158 901.470 - - - - -

159 1.15E 3 - - - - -

166 1.16E 3 - - - - -

168 1.46E 3 - - - - -

220 616.180 - - - - -

223 616.210 - - - - -

Node Loads : 4 GEMPA ZNode FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

3 - - 901.690 - - -

4 - - 899.900 - - -

11 - - 1.17E 3 - - -

13 - - 1.17E 3 - - -

34 - - 1.6E 3 - - -

35 - - 1.61E 3 - - -

42 - - 2.14E 3 - - -

44 - - 2.15E 3 - - -

65 - - 2.16E 3 - - -

66 - - 1.56E 3 - - -

75 - - 2.07E 3 - - -

- - 2.07E 3 - - -

96 - - 2.16E 3 - - -




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

10

22-Dec-14



Node Loads : 4 GEMPA Z Cont...Node FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

97 - - 1.56E 3 - - -

104 - - 2.07E 3 - - -

106 - - 2.08E 3 - - -

127 - - 1.6E 3 - - -

128 - - 1.91E 3 - - -

135 - - 2.17E 3 - - -

137 - - 2.04E 3 - - -

158 - - 901.470 - - -

159 - - 1.15E 3 - - -

166 - - 1.16E 3 - - -168 - - 1.46E 3 - - -

220 - - 616.180 - - -

223 - - 616.210 - - -

Reactions

Horizontal Vertical Horizontal Moment

Node L/C FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

1 1:DL 673.141 19.9E 3 901.649 -3.959 0.001 2.522

2:LL 157.188 4.19E 3 204.120 -1.124 0.001 0.633

3:GEMPA X -1.17E 3 -2.1E 3 -20.684 -0.036 -0.010 2.5914:GEMPA Z -12.240 -2.27E 3 -1.42E 3 -3.296 -0.010 0.013

5:COMBINATI 1.06E 3 30.6E 3 1.41E 3 -6.550 0.002 4.039

6:COMBINATI 751.735 22E 3 1E 3 -4.521 0.001 2.838

7:COMBINATI -204.307 25.3E 3 840.350 -6.900 -0.011 6.254

6 1:DL -672.444 19.9E 3 888.821 -3.980 0.000 -2.523

2:LL -157.763 4.18E 3 197.954 -1.134 -0.000 -0.632

3:GEMPA X -1.17E 3 2.1E 3 21.232 0.037 -0.010 2.591

4:GEMPA Z 9.296 -2.27E 3 -1.46E 3 -3.375 0.002 -0.011

5:COMBINATI -1.06E 3 30.6E 3 1.38E 3 -6.590 -0.000 -4.039

6:COMBINATI -751.326 22E 3 987.798 -4.546 0.000 -2.839

7:COMBINATI -2.13E 3 29.5E 3 846.527 -6.885 -0.009 -1.072

12 1:DL -428.128 24.9E 3 1.18E 3 -4.576 0.002 -2.381

2:LL -107.413 5.9E 3 329.671 -1.690 -0.000 -0.639

3:GEMPA X -1.66E 3 -3.91E 3 7.154 0.006 -0.007 3.165

4:GEMPA Z 10.903 -1.35E 3 -1.46E 3 -3.298 0.007 -0.013

5:COMBINATI -685.615 39.3E 3 1.95E 3 -8.196 0.002 -3.878

6:COMBINATI -481.834 27.8E 3 1.35E 3 -5.421 0.001 -2.700

7:COMBINATI -2.28E 3 31.4E 3 1.32E 3 -8.165 -0.003 -0.334

15 1:DL 428.505 24.9E 3 1.18E 3 -4.578 -0.001 2.380

2:LL 106.249 5.9E 3 329.263 -1.691 0.000 0.641

3:GEMPA X -1.66E 3 3.92E 3 -6.254 -0.005 -0.007 3.165

4:GEMPA Z -11.339 -1.36E 3 -1.52E 3 -3.405 0.014 0.013




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

11

22-Dec-14



Reactions Cont...Horizontal Vertical Horizontal Moment

Node L/C FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

5:COMBINATI 684.204 39.3E 3 1.94E 3 -8.199 -0.000 3.881

6:COMBINATI 481.629 27.8E 3 1.35E 3 -5.424 -0.001 2.700

7:COMBINATI -1.04E 3 39.2E 3 1.28E 3 -8.211 -0.003 6.665

32 1:DL 1.08E 3 33.5E 3 -159.214 -0.186 -0.001 3.124

2:LL 366.591 7.99E 3 -48.942 -0.056 0.000 1.207

3:GEMPA X -1.29E 3 -1.71E 3 -9.912 -0.024 -0.018 2.835

4:GEMPA Z -2.216 394.936 -1.87E 3 -3.819 0.017 0.009

5:COMBINATI 1.89E 3 53E 3 -269.364 -0.314 -0.002 5.679

6:COMBINATI 1.27E 3 37.5E 3 -183.685 -0.214 -0.001 3.7277:COMBINATI 377.270 46.6E 3 -810.433 -1.449 -0.015 7.793

37 1:DL -1.08E 3 33.6E 3 -133.327 -0.162 0.003 -3.130

2:LL -367.858 8.06E 3 -32.541 -0.040 0.000 -1.207

3:GEMPA X -1.28E 3 1.71E 3 10.865 0.025 -0.018 2.832

4:GEMPA Z -9.552 402.467 -1.92E 3 -3.905 -0.024 0.018

5:COMBINATI -1.89E 3 53.3E 3 -212.058 -0.258 0.005 -5.687

6:COMBINATI -1.27E 3 37.7E 3 -149.597 -0.182 0.004 -3.734

7:COMBINATI -2.95E 3 50.3E 3 -758.060 -1.381 -0.021 -2.126

43 1:DL -685.901 41.1E 3 -196.996 -0.229 -0.000 -3.092

2:LL -232.189 11.7E 3 -50.315 -0.057 -0.000 -1.258

3:GEMPA X -1.82E 3 -2.57E 3 -4.738 -0.008 -0.011 3.453

4:GEMPA Z -15.048 420.342 -1.52E 3 -3.366 0.030 0.024

5:COMBINATI -1.19E 3 68E 3 -316.900 -0.367 -0.001 -5.724

6:COMBINATI -801.995 47E 3 -222.154 -0.258 -0.001 -3.721

7:COMBINATI -2.88E 3 58.6E 3 -747.657 -1.350 -0.002 -1.508

46 1:DL 696.573 41.2E 3 -189.702 -0.221 0.002 3.074

2:LL 235.377 11.7E 3 -46.001 -0.052 0.000 1.253

3:GEMPA X -1.82E 3 2.56E 3 3.154 0.006 -0.011 3.454

4:GEMPA Z -9.144 372.118 -1.6E 3 -3.498 -0.014 0.017

5:COMBINATI 1.21E 3 68.2E 3 -301.244 -0.348 0.003 5.694

6:COMBINATI 814.261 47E 3 -212.702 -0.247 0.002 3.701

7:COMBINATI -754.493 63.8E 3 -750.054 -1.360 -0.013 8.402

63 1:DL 749.180 41.4E 3 304.081 -1.370 0.001 0.917

2:LL 225.424 11.4E 3 170.155 -1.107 0.000 0.776

3:GEMPA X -1.58E 3 -1.55E 3 -13.569 -0.027 -0.010 3.292

4:GEMPA Z -10.501 -55.817 -1.83E 3 -3.771 0.039 0.019

5:COMBINATI 1.26E 3 67.9E 3 637.145 -3.415 0.001 2.342

6:COMBINATI 861.892 47.1E 3 389.158 -1.924 0.001 1.305

7:COMBINATI -454.350 59.5E 3 -26.601 -3.910 0.002 5.174

68 1:DL -1.06E 3 32.9E 3 8.462 0.002 0.001 -3.167

2:LL -363.578 7.67E 3 -0.102 -0.003 0.000 -1.212

3:GEMPA X -1.35E 3 2.45E 3 14.433 0.028 -0.012 3.039

4:GEMPA Z -7.729 -39.985 -1.87E 3 -3.847 -0.030 0.016

5:COMBINATI -1.85E 3 51.7E 3 9.991 -0.003 0.002 -5.739

6:COMBINATI -1.24E 3 36.7E 3 8.411 0.000 0.001 -3.773




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

12

22-Dec-14




Node L/C FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

7:COMBINATI -2.98E 3 49.5E 3 -536.436 -1.127 -0.019 -1.968

74 1:DL -644.697 40.2E 3 39.569 0.046 0.000 -3.147

2:LL -223.569 11E 3 11.903 0.014 -0.000 -1.268

3:GEMPA X -1.95E 3 -3.44E 3 -5.554 -0.008 -0.007 3.724

4:GEMPA Z -9.808 -75.563 -1.71E 3 -3.579 0.077 0.018

5:COMBINATI -1.13E 3 65.9E 3 66.527 0.077 -0.000 -5.805

6:COMBINATI -756.482 45.7E 3 45.520 0.053 0.000 -3.781

7:COMBINATI -2.95E 3 55.8E 3 -457.985 -1.013 0.016 -1.315

77 1:DL 677.428 40.3E 3 29.699 0.034 0.001 3.0892:LL 226.423 11E 3 6.340 0.008 0.000 1.263

3:GEMPA X -1.97E 3 3.34E 3 3.437 0.006 -0.007 3.751

4:GEMPA Z -10.971 -51.850 -1.48E 3 -3.362 0.034 0.020

5:COMBINATI 1.18E 3 65.9E 3 45.783 0.054 0.001 5.728

6:COMBINATI 790.639 45.8E 3 32.869 0.038 0.001 3.721

7:COMBINATI -931.709 62.7E 3 -397.645 -0.953 0.004 8.727

94 1:DL 749.085 41.4E 3 -307.884 1.363 -0.001 0.918

2:LL 225.253 11.4E 3 -172.292 1.102 -0.000 0.776

3:GEMPA X -1.59E 3 -1.52E 3 -11.691 -0.024 0.005 3.318

4:GEMPA Z 11.227 42.773 -1.82E 3 -3.763 0.051 -0.019

5:COMBINATI 1.26E 3 67.9E 3 -645.128 3.399 -0.001 2.343

6:COMBINATI 861.712 47.1E 3 -394.030 1.914 -0.001 1.306

7:COMBINATI -461.236 59.6E 3 -1.1E 3 1.585 0.019 5.189

99 1:DL -1.06E 3 32.8E 3 -14.026 -0.024 0.000 -3.166

2:LL -363.777 7.66E 3 -2.143 -0.007 0.000 -1.212

3:GEMPA X -1.36E 3 2.49E 3 11.659 0.024 0.005 3.065

4:GEMPA Z 3.316 43.062 -1.87E 3 -3.853 -0.019 -0.010

5:COMBINATI -1.85E 3 51.7E 3 -20.260 -0.039 0.000 -5.737

6:COMBINATI -1.24E 3 36.7E 3 -15.098 -0.027 0.000 -3.771

7:COMBINATI -3E 3 49.6E 3 -569.677 -1.167 -0.000 -1.948

105 1:DL -644.454 40.2E 3 -29.202 -0.032 -0.001 -3.147

2:LL -223.480 11E 3 -9.225 -0.011 -0.000 -1.268

3:GEMPA X -1.96E 3 -3.49E 3 1.241 0.000 0.001 3.750

4:GEMPA Z 10.515 116.873 -1.5E 3 -3.337 0.033 -0.018

5:COMBINATI -1.13E 3 65.9E 3 -49.803 -0.055 -0.001 -5.806

6:COMBINATI -756.194 45.7E 3 -33.815 -0.037 -0.001 -3.781

7:COMBINATI -2.95E 3 55.8E 3 -491.575 -1.050 0.010 -1.300

108 1:DL 678.735 40.3E 3 -14.340 -0.014 0.001 3.088

2:LL 226.823 11E 3 -0.492 -0.000 0.000 1.263

3:GEMPA X -1.99E 3 3.32E 3 1.674 0.004 0.001 3.783

4:GEMPA Z 14.009 173.021 -1.57E 3 -3.474 -0.010 -0.022

5:COMBINATI 1.18E 3 66E 3 -17.996 -0.017 0.001 5.726

6:COMBINATI 792.147 45.8E 3 -14.586 -0.014 0.001 3.719

7:COMBINATI -940.703 62.8E 3 -488.440 -1.056 -0.001 8.745

125 1:DL 1.07E 3 33.5E 3 155.220 0.178 -0.000 3.139




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

13

22-Dec-14




Node L/C FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

2:LL 360.641 8E 3 46.753 0.052 -0.001 1.214

3:GEMPA X -1.35E 3 -1.86E 3 -15.696 -0.028 0.011 2.966

4:GEMPA Z 3.243 -360.947 -1.87E 3 -3.822 0.007 -0.010

5:COMBINATI 1.86E 3 53.1E 3 261.069 0.297 -0.002 5.709

6:COMBINATI 1.25E 3 37.5E 3 178.597 0.204 -0.001 3.746

7:COMBINATI 299.317 46.3E 3 -344.096 -0.908 0.012 7.943

130 1:DL -1.02E 3 36.7E 3 42.974 0.042 -0.000 -3.193

2:LL -339.455 10.3E 3 -6.279 -0.012 0.000 -1.238

3:GEMPA X -1.34E 3 1.85E 3 15.636 0.028 0.010 2.9604:GEMPA Z 10.830 -472.871 -1.92E 3 -3.902 -0.004 -0.019

5:COMBINATI -1.77E 3 60.6E 3 41.523 0.032 0.000 -5.811

6:COMBINATI -1.19E 3 41.9E 3 39.835 0.036 -0.000 -3.811

7:COMBINATI -2.91E 3 56.1E 3 -513.820 -1.104 0.009 -2.114

136 1:DL -677.211 41.4E 3 164.724 0.194 -0.004 -3.101

2:LL -228.717 11.8E 3 44.443 0.051 -0.001 -1.262

3:GEMPA X -1.91E 3 -2.72E 3 0.351 -0.001 0.005 3.613

4:GEMPA Z 9.420 -380.200 -1.81E 3 -3.698 -0.012 -0.017

5:COMBINATI -1.18E 3 68.6E 3 268.778 0.314 -0.007 -5.741

6:COMBINATI -791.569 47.3E 3 186.945 0.220 -0.005 -3.732

7:COMBINATI -2.94E 3 58.7E 3 -300.738 -0.826 -0.005 -1.375

139 1:DL 667.919 43.9E 3 76.625 0.093 -0.001 3.108

2:LL 221.731 12.8E 3 14.292 0.017 -0.000 1.269

3:GEMPA X -1.91E 3 2.74E 3 2.678 0.004 0.005 3.615

4:GEMPA Z 3.594 -972.887 -1.93E 3 -3.883 -0.006 -0.011

5:COMBINATI 1.16E 3 73.2E 3 114.818 0.138 -0.002 5.761

6:COMBINATI 778.785 50.3E 3 83.772 0.101 -0.002 3.743

7:COMBINATI -883.004 68E 3 -470.222 -1.032 0.001 8.611

156 1:DL 648.203 19.9E 3 -904.181 3.953 -0.002 2.564

2:LL 145.531 4.19E 3 -205.649 1.120 -0.002 0.653

3:GEMPA X -1.25E 3 -2.17E 3 0.434 -0.009 0.005 2.783

4:GEMPA Z 10.291 2.31E 3 -1.41E 3 -3.292 -0.008 -0.013

5:COMBINATI 1.01E 3 30.6E 3 -1.41E 3 6.536 -0.005 4.121

6:COMBINATI 720.969 22E 3 -1.01E 3 4.513 -0.003 2.890

7:COMBINATI -325.359 26.6E 3 -1.71E 3 4.867 -0.002 6.508

161 1:DL -612.164 22.8E 3 -813.636 4.047 0.000 -2.576

2:LL -128.807 5.44E 3 -167.820 1.159 0.001 -0.658

3:GEMPA X -1.25E 3 2.16E 3 0.045 0.010 0.005 2.781

4:GEMPA Z -1.869 2.41E 3 -1.45E 3 -3.359 0.002 0.001

5:COMBINATI -940.688 36.1E 3 -1.24E 3 6.712 0.001 -4.143

6:COMBINATI -676.567 25.6E 3 -897.546 4.627 0.001 -2.904

7:COMBINATI -2.11E 3 35.7E 3 -1.58E 3 5.018 0.007 -0.967

167 1:DL -433.122 24.7E 3 -1.16E 3 4.608 -0.000 -2.361

2:LL -110.388 5.82E 3 -322.424 1.699 0.000 -0.629

3:GEMPA X -1.78E 3 -4.19E 3 -10.708 -0.013 0.002 3.399




Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

14

22-Dec-14




Node L/C FX

(kg)

FY

(kg)

FZ

(kg)

MX

(MTon-m)

MY

(MTon-m)

MZ

(MTon-m)

4:GEMPA Z -6.790 1.23E 3 -1.38E 3 -3.202 0.013 0.007

5:COMBINATI -696.366 39E 3 -1.9E 3 8.248 0.000 -3.840

6:COMBINATI -488.316 27.6E 3 -1.32E 3 5.458 -0.000 -2.676

7:COMBINATI -2.42E 3 31.6E 3 -2.14E 3 6.255 0.006 -0.062

170 1:DL 381.129 28.3E 3 -1.06E 3 4.719 0.002 2.448

2:LL 83.285 7.22E 3 -290.377 1.735 -0.000 0.673

3:GEMPA X -1.78E 3 4.2E 3 10.073 0.013 0.002 3.398

4:GEMPA Z 12.035 1.76E 3 -1.33E 3 -3.187 0.017 -0.015

5:COMBINATI 590.610 45.5E 3 -1.73E 3 8.439 0.003 4.0156:COMBINATI 422.771 31.9E 3 -1.2E 3 5.587 0.002 2.785

7:COMBINATI -1.24E 3 45.9E 3 -1.95E 3 6.455 0.010 7.005

219 1:DL 258.016 11.9E 3 910.977 -3.874 -0.001 2.282

2:LL 133.216 3.24E 3 448.361 -0.787 -0.000 0.442

3:GEMPA X -1.41E 3 -796.357 -2.642 -0.006 0.003 3.092

4:GEMPA Z -6.636 -314.426 -743.680 -1.706 0.112 0.015

5:COMBINATI 522.765 19.4E 3 1.81E 3 -5.909 -0.002 3.445

6:COMBINATI 324.624 13.5E 3 1.14E 3 -4.268 -0.001 2.503

7:COMBINATI -967.241 16.6E 3 1.32E 3 -5.955 0.035 6.276

222 1:DL 258.102 11.9E 3 -911.523 3.873 0.001 2.282

2:LL 133.263 3.24E 3 -448.654 0.787 0.001 0.442

3:GEMPA X -1.42E 3 -799.246 -2.620 -0.006 -0.001 3.115

4:GEMPA Z 5.161 313.103 -743.368 -1.706 0.109 -0.012

5:COMBINATI 522.943 19.4E 3 -1.81E 3 5.906 0.003 3.445

6:COMBINATI 324.733 13.5E 3 -1.14E 3 4.266 0.002 2.503

7:COMBINATI -974.197 16.8E 3 -1.77E 3 4.917 0.034 6.291



Tuesday, December 23, 2014, 10:0

PAGE NO. 1

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 01 *

* Proprietary Program of *

* Research Engineers, Intl. ** Date= DEC 23, 2014 *

* Time= 19:50:15 ** *

* USER ID: *

****************************************************

1. STAAD SPACE DXF IMPORT OF DRAWING1.DXF

NPUT FILE: DESAIN STRUKTUR 2 LANTAI.STD

2. START JOB INFORMATION

3. ENGINEER DATE 22-DEC-14

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER KG

7. JOINT COORDINATES8. 1 15.0399 6.08465 0; 2 15.0399 9.58465 0; 3 15.0399 13.0846 0

9. 4 27.0399 13.0846 0; 5 27.0399 9.58465 0; 6 27.0399 6.08465 0

10. 8 15.0399 13.3846 0; 9 27.0399 13.3846 0; 10 20.0399 9.58465 0

11. 11 20.0399 13.0846 0; 12 20.0399 6.08465 0; 13 22.0399 13.0846 0

12. 14 22.0399 9.58465 0; 15 22.0399 6.08465 0; 20 20.0399 13.3846 0

13. 21 22.0399 13.3846 0; 32 15.0399 6.08465 6; 33 15.0399 9.58465 6

14. 34 15.0399 13.0846 6; 35 27.0399 13.0846 6; 36 27.0399 9.58465 6

15. 37 27.0399 6.08465 6; 38 21.0399 16.8096 6; 39 15.0399 13.3846 6

16. 40 27.0399 13.3846 6; 41 20.0399 9.58465 6; 42 20.0399 13.0846 6

17. 43 20.0399 6.08465 6; 44 22.0399 13.0846 6; 45 22.0399 9.58465 6

18. 46 22.0399 6.08465 6; 51 20.0399 13.3846 6; 52 22.0399 13.3846 6

19. 53 19.6378 13.3846 6; 54 18.8584 15.5644 6; 55 18.3629 13.3846 6

20. 56 17.3535 14.7054 6; 57 16.7842 13.3846 6; 58 22.4419 13.3846 6

21. 59 23.2213 15.5644 6; 60 23.7168 13.3846 6; 61 24.7262 14.7054 6

22. 62 25.2956 13.3846 6; 63 15.0399 6.08465 12; 64 15.0399 9.58465 1223. 65 15.0399 13.0846 12; 66 27.0399 13.0846 12; 67 27.0399 9.58465 12

24. 68 27.0399 6.08465 12; 69 21.0399 16.8096 12; 70 15.0399 13.3846 12

25. 71 27.0399 13.3846 12; 72 20.0399 9.58465 12; 73 20.0399 13.0846 12

26. 74 20.0399 6.08465 12; 75 22.0399 13.0846 12; 76 22.0399 9.58465 12

27. 77 22.0399 6.08465 12; 82 20.0399 13.3846 12; 83 22.0399 13.3846 12

28. 84 19.6378 13.3846 12; 85 18.8584 15.5644 12; 86 18.3629 13.3846 12

29. 87 17.3535 14.7054 12; 88 16.7842 13.3846 12; 89 22.4419 13.3846 12

30. 90 23.2213 15.5644 12; 91 23.7168 13.3846 12; 92 24.7262 14.7054 12

31. 93 25.2956 13.3846 12; 94 15.0399 6.08465 18; 95 15.0399 9.58465 18

32. 96 15.0399 13.0846 18; 97 27.0399 13.0846 18; 98 27.0399 9.58465 18

33. 99 27.0399 6.08465 18; 100 21.0399 16.8096 18; 101 15.0399 13.3846 18

34. 102 27.0399 13.3846 18; 103 20.0399 9.58465 18; 104 20.0399 13.0846 18

35. 105 20.0399 6.08465 18; 106 22.0399 13.0846 18; 107 22.0399 9.58465 18

36. 108 22.0399 6.08465 18; 113 20.0399 13.3846 18; 114 22.0399 13.3846 1837. 115 19.6378 13.3846 18; 116 18.8584 15.5644 18; 117 18.3629 13.3846 18

38. 118 17.3535 14.7054 18; 119 16.7842 13.3846 18; 120 22.4419 13.3846 18

39. 121 23.2213 15.5644 18; 122 23.7168 13.3846 18; 123 24.7262 14.7054 18

40. 124 25.2956 13.3846 18; 125 15.0399 6.08465 24; 126 15.0399 9.58465 24

Page 1 of:\DOKUMEN DAPI\PROYEK LUAR\PROYEK 2 LANTAI KAPOLSEK\DESAIN\DESAIN\DESAIN STRUKTUR 2 LANTAI.anl




DXF IMPORT OF DRAWING1.DXF -- PAGE NO. 2

41. 127 15.0399 13.0846 24; 128 27.0399 13.0846 24; 129 27.0399 9.58465 24

42. 130 27.0399 6.08465 24; 131 21.0399 16.8096 24; 132 15.0399 13.3846 24

43. 133 27.0399 13.3846 24; 134 20.0399 9.58465 24; 135 20.0399 13.0846 24

44. 136 20.0399 6.08465 24; 137 22.0399 13.0846 24; 138 22.0399 9.58465 24

45. 139 22.0399 6.08465 24; 144 20.0399 13.3846 24; 145 22.0399 13.3846 24

46. 146 19.6378 13.3846 24; 147 18.8584 15.5644 24; 148 18.3629 13.3846 24

47. 149 17.3535 14.7054 24; 150 16.7842 13.3846 24; 151 22.4419 13.3846 24

48. 152 23.2213 15.5644 24; 153 23.7168 13.3846 24; 154 24.7262 14.7054 24

49. 155 25.2956 13.3846 24; 156 15.0399 6.08465 30; 157 15.0399 9.58465 30

50. 158 15.0399 13.0846 30; 159 27.0399 13.0846 30; 160 27.0399 9.58465 3051. 161 27.0399 6.08465 30; 163 15.0399 13.3846 30; 164 27.0399 13.3846 30

52. 165 20.0399 9.58465 30; 166 20.0399 13.0846 30; 167 20.0399 6.08465 30

53. 168 22.0399 13.0846 30; 169 22.0399 9.58465 30; 170 22.0399 6.08465 30

54. 175 20.0399 13.3846 30; 176 22.0399 13.3846 30; 177 15.0399 9.58465 3

55. 178 20.0399 9.58465 3; 179 22.0399 9.58465 3; 180 27.0399 9.58465 3

56. 181 15.0399 9.58465 27; 182 15.0399 9.58465 21; 183 15.0399 9.58465 15

57. 184 15.0399 9.58465 9; 185 20.0399 9.58465 27; 186 20.0399 9.58465 21

58. 187 20.0399 9.58465 15; 188 20.0399 9.58465 9; 189 22.0399 9.58465 27

59. 190 22.0399 9.58465 21; 191 22.0399 9.58465 15; 192 22.0399 9.58465 9

60. 193 27.0399 9.58465 27; 194 27.0399 9.58465 21; 195 27.0399 9.58465 15

61. 196 27.0399 9.58465 9; 197 17.5399 9.58465 0; 198 17.5399 9.58465 6

62. 199 17.5399 9.58465 12; 200 17.5399 9.58465 18; 201 17.5399 9.58465 24

63. 202 17.5399 9.58465 30; 203 24.5399 9.58465 0; 204 24.5399 9.58465 6

64. 205 24.5399 9.58465 12; 206 24.5399 9.58465 18; 207 24.5399 9.58465 2465. 208 24.5399 9.58465 30; 209 24.5399 9.58465 3; 210 17.5399 9.58465 3

66. 211 24.5399 9.58465 9; 212 17.5399 9.58465 9; 213 24.5399 9.58465 15

67. 214 17.5399 9.58465 15; 215 24.5399 9.58465 21; 216 17.5399 9.58465 21

68. 217 24.5399 9.58465 27; 218 17.5399 9.58465 27; 219 10.5399 6.08465 12

69. 220 10.5399 9.58465 12; 222 10.5399 6.08465 18; 223 10.5399 9.58465 18

70. 224 23.7066 13.0846 24; 225 25.3732 13.0846 24; 226 23.7066 13.0846 30

71. 227 25.3732 13.0846 30

72. MEMBER INCIDENCES

73. 1 1 2; 2 2 3; 3 3 11; 4 4 5; 5 5 6; 8 10 11; 9 12 10; 10 13 14; 11 14 15

74. 12 2 197; 13 1 12; 19 3 8; 20 4 9; 21 8 20; 22 11 20; 23 13 21; 34 32 33

75. 35 33 34; 36 34 42; 37 35 36; 38 36 37; 39 38 54; 40 38 59; 41 42 44; 42 41 42

76. 43 43 41; 44 44 35; 45 44 45; 46 45 46; 47 33 198; 48 32 43; 56 34 39

77. 57 35 40; 58 39 57; 59 51 52; 60 42 51; 61 52 58; 62 44 52; 63 53 51; 64 38 53

78. 65 54 56; 66 53 54; 67 55 53; 68 54 55; 69 56 39; 70 55 56; 71 57 55; 72 56 57

79. 73 58 60; 74 38 58; 75 59 61; 76 58 59; 77 60 62; 78 59 60; 79 61 40; 80 60 6180. 81 62 40; 82 61 62; 83 63 64; 84 64 65; 85 65 73; 86 66 67; 87 67 68; 88 69 85

81. 89 69 90; 90 73 75; 91 72 73; 92 74 72; 93 75 66; 94 75 76; 95 76 77

82. 96 64 199; 97 63 74; 105 65 70; 106 66 71; 107 70 88; 108 82 83; 109 73 82

83. 110 83 89; 111 75 83; 112 84 82; 113 69 84; 114 85 87; 115 84 85; 116 86 84

84. 117 85 86; 118 87 70; 119 86 87; 120 88 86; 121 87 88; 122 89 91; 123 69 89

85. 124 90 92; 125 89 90; 126 91 93; 127 90 91; 128 92 71; 129 91 92; 130 93 71

86. 131 92 93; 132 94 95; 133 95 96; 134 96 104; 135 97 98; 136 98 99; 137 100 116

87. 138 100 121; 139 104 106; 140 103 104; 141 105 103; 142 106 97; 143 106 107

88. 144 107 108; 145 95 200; 146 94 105; 154 96 101; 155 97 102; 156 101 119

89. 157 113 114; 158 104 113; 159 114 120; 160 106 114; 161 115 113; 162 100 115

90. 163 116 118; 164 115 116; 165 117 115; 166 116 117; 167 118 101; 168 117 118

91. 169 119 117; 170 118 119; 171 120 122; 172 100 120; 173 121 123; 174 120 121

92. 175 122 124; 176 121 122; 177 123 102; 178 122 123; 179 124 102; 180 123 124

93. 181 125 126; 182 126 127; 183 127 135; 184 128 129; 185 129 130; 186 131 14794. 187 131 152; 188 135 137; 189 134 135; 190 136 134; 191 137 224; 192 137 138

95. 193 138 139; 194 126 201; 195 125 136; 203 127 132; 204 128 133; 205 132 150

96. 206 144 145; 207 135 144; 208 145 151; 209 137 145; 210 146 144; 211 131 146






97. 212 147 149; 213 146 147; 214 148 146; 215 147 148; 216 149 132; 217 148 149

98. 218 150 148; 219 149 150; 220 151 153; 221 131 151; 222 152 154; 223 151 152

99. 224 153 155; 225 152 153; 226 154 133; 227 153 154; 228 155 133; 229 154 155

100. 230 156 157; 231 157 158; 232 158 166; 233 159 160; 234 160 161; 237 166 168

101. 238 165 166; 239 167 165; 240 168 226; 241 168 169; 242 169 170; 243 157 202

102. 244 156 167; 252 158 163; 253 159 164; 254 163 175; 255 175 176; 256 166 175

103. 257 176 164; 258 168 176; 279 1 32; 280 2 177; 281 3 34; 282 4 35; 283 13 4

104. 284 11 13; 285 14 203; 286 10 14; 287 15 6; 288 12 15; 291 21 9; 292 20 21

105. 293 8 38; 294 9 38; 295 21 38; 296 20 38; 297 56 87; 298 61 92; 299 54 85

106. 300 59 90; 301 38 69; 302 131 163; 303 131 175; 304 131 176; 305 131 164107. 306 10 178; 307 14 179; 308 5 180; 309 45 204; 310 41 45; 311 46 37; 312 43 46

108. 313 76 205; 314 72 76; 315 77 68; 316 74 77; 317 107 206; 318 103 107

109. 319 108 99; 320 105 108; 321 138 207; 322 134 138; 323 139 130; 324 136 139

110. 325 169 208; 326 165 169; 327 170 161; 328 167 170; 329 125 156; 330 94 125

111. 331 63 94; 332 32 63; 333 126 181; 334 95 182; 335 64 183; 336 33 184

112. 337 127 158; 338 96 127; 339 65 96; 340 34 65; 341 128 159; 342 97 128

113. 343 66 97; 344 35 66; 345 118 149; 346 87 118; 347 123 154; 348 92 123

114. 349 116 147; 350 85 116; 351 121 152; 352 90 121; 353 100 131; 354 69 100

115. 355 134 185; 356 103 186; 357 72 187; 358 41 188; 359 138 189; 360 107 190

116. 361 76 191; 362 45 192; 363 129 193; 364 98 194; 365 67 195; 366 36 196

117. 367 177 33; 368 178 41; 369 179 45; 370 180 36; 371 181 157; 372 182 126

118. 373 183 95; 374 184 64; 375 185 165; 376 186 134; 377 187 103; 378 188 72

119. 379 189 169; 380 190 138; 381 191 107; 382 192 76; 383 193 160; 384 194 129

120. 385 195 98; 386 196 67; 387 197 10; 388 198 41; 389 199 72; 390 200 103121. 391 201 134; 392 202 165; 393 203 5; 394 204 36; 395 205 67; 396 206 98

122. 397 207 129; 398 208 160; 399 177 210; 400 184 212; 401 183 214; 402 182 216

123. 403 181 218; 404 197 210; 405 203 209; 406 209 180; 407 179 209; 408 178 179

124. 409 210 178; 410 211 196; 411 192 211; 412 188 192; 413 212 188; 414 213 195

125. 415 191 213; 416 187 191; 417 214 187; 418 215 194; 419 190 215; 420 186 190

126. 421 216 186; 422 217 193; 423 189 217; 424 185 189; 425 218 185; 426 218 202

127. 427 201 218; 428 216 201; 429 200 216; 430 214 200; 431 199 214; 432 212 199

128. 433 198 212; 434 210 198; 435 217 208; 436 207 217; 437 215 207; 438 206 215

129. 439 213 206; 440 205 213; 441 211 205; 442 204 211; 443 209 204; 444 6 37

130. 445 15 46; 446 12 43; 447 130 161; 448 99 130; 449 68 99; 450 37 68

131. 451 139 170; 452 108 139; 453 77 108; 454 46 77; 455 136 167; 456 105 136

132. 457 74 105; 458 43 74; 459 219 220; 461 222 223; 463 220 223; 465 219 63

133. 466 222 94; 467 219 222; 468 220 64; 469 223 95; 470 137 168; 471 224 225

134. 472 225 128; 473 226 227; 474 227 159; 475 224 226; 476 225 227

135. DEFINE MATERIAL START136. ISOTROPIC CONCRETE

137. E 2.21467E+009

138. POISSON 0.17

139. DENSITY 2402.62

140. ALPHA 1E-005

141. DAMP 0.05

142. ISOTROPIC STEEL

143. E 2.09042E+010

144. POISSON 0.3

145. DENSITY 7833.41

146. ALPHA 1.2E-005

147. DAMP 0.03

148. END DEFINE MATERIAL

149. MEMBER PROPERTY AMERICAN150. 1 2 4 5 8 TO 11 19 20 22 23 34 35 37 38 42 43 45 46 56 57 60 62 83 84 86 87 -

151. 91 92 94 95 105 106 109 111 132 133 135 136 140 141 143 144 154 155 158 160 -

152. 181 182 184 185 189 190 192 193 203 204 207 209 230 231 233 234 238 239 241 -






153. 242 252 253 256 258 PRIS YD 0.3 ZD 0.3

154. 12 47 96 145 194 243 280 285 286 306 TO 310 313 314 317 318 321 322 325 326 -

155. 333 TO 336 355 TO 398 PRIS YD 0.4 ZD 0.2

156. 399 TO 443 463 468 469 PRIS YD 0.3 ZD 0.2

157. 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 TO 284 -

158. 337 TO 344 470 TO 476 PRIS YD 0.3 ZD 0.15

159. 459 461 PRIS YD 0.3 ZD 0.3

160. 13 48 97 146 195 244 279 287 288 311 312 315 316 319 320 323 324 327 TO 332 -

161. 444 TO 458 465 TO 467 PRIS YD 0.4 ZD 0.2

162. MEMBER PROPERTY JAPANESE163. 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 137 138 156 157 159 -

164. 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 291 TO 305 345 TO 353 -

165. 354 TABLE ST C200X80X7.5

166. CONSTANTS

167. MATERIAL CONCRETE MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 -

168. 60 62 83 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 -

169. 160 181 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 -

170. 258 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

171. MATERIAL STEEL MEMB 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 -

172. 137 138 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 -

173. 291 TO 305 345 TO 354

174. SUPPORTS

175. 1 6 12 15 32 37 43 46 63 68 74 77 94 99 105 108 125 130 136 139 156 161 167 -

176. 170 219 222 FIXED177. LOAD 1 LOADTYPE NONE TITLE DL

178. SELFWEIGHT Y -1

179. MEMBER LOAD

180. 39 40 65 69 75 79 88 89 114 118 124 128 137 138 163 167 173 177 186 187 212 -

181. 216 222 226 293 TO 296 302 TO 305 UNI GY -87.5

182. FLOOR LOAD

183. YRANGE 9.585 9.585 FLOAD -426 XRANGE 15.04 27.04 ZRANGE 0 30 GY





188. MEMBER LOAD

189. 12 13 47 48 96 97 145 146 194 195 243 244 279 280 285 TO 288 306 TO 336 355 -

190. 356 TO 398 444 TO 458 465 TO 467 UNI GY -875

191. LOAD 2 LOADTYPE NONE TITLE LL192. MEMBER LOAD

193. 39 40 65 69 75 79 88 89 114 118 124 128 137 138 163 167 173 177 186 187 212 -

194. 216 222 226 293 TO 296 302 TO 305 UNI GY -120

195. FLOOR LOAD






201. MEMBER LOAD

202. 184 475 476 CON GY -1000






203. LOAD 3 LOADTYPE NONE TITLE GEMPA X

204. JOINT LOAD

205. 3 FX 901.69

206. 4 FX 899.9

207. 11 FX 1172.85

208. 13 FX 1171.97

209. 34 FX 1599.87

210. 35 FX 1611.97

211. 42 FX 2143.24

212. 44 FX 2147.69213. 65 FX 2158.45

214. 66 FX 1557.6

215. 75 FX 2069.38

216. 75 FX 2072.2

217. 96 FX 2158.57

218. 97 FX 1555.96

219. 104 FX 2071.57

220. 106 FX 2076.45

221. 127 FX 1603.43

222. 128 FX 1912.58

223. 135 FX 2168.81

224. 137 FX 2043.42

225. 158 FX 901.47

226. 159 FX 1154.87227. 166 FX 1158.45

228. 168 FX 1463.04

229. 220 FX 616.18

230. 223 FX 616.21

231. LOAD 4 LOADTYPE NONE TITLE GEMPA Z

232. JOINT LOAD

233. 3 FZ 901.69

234. 4 FZ 899.9

235. 11 FZ 1172.85

236. 13 FZ 1171.97

237. 34 FZ 1599.87

238. 35 FZ 1611.97

239. 42 FZ 2143.24

240. 44 FZ 2147.69

241. 65 FZ 2158.45242. 66 FZ 1557.6

243. 75 FZ 2069.38

244. 75 FZ 2072.2

245. 96 FZ 2158.57

246. 97 FZ 1555.96

247. 104 FZ 2071.57

248. 106 FZ 2076.45

249. 127 FZ 1603.43

250. 128 FZ 1912.58

251. 135 FZ 2168.81

252. 137 FZ 2043.42

253. 158 FZ 901.47

254. 159 FZ 1154.87

255. 166 FZ 1158.45256. 168 FZ 1463.04

257. 220 FZ 616.18

258. 223 FZ 616.21






259. LOAD COMB 5 COMBINATION LOAD CASE 5

260. 1 1.2 2 1.6


262. 1 1.0 2 0.5


264. 1 1.2 2 1.0 3 1.0 4 0.3

265. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 190/ 397/ 26

TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 984

SIZE OF STIFFNESS MATRIX = 20 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 12.8/ 121691.2 MB

266. LOAD LIST 5 TO 7

267. PARAMETER 1

268. CODE LRFD269. FYLD 2.45E+007 MEMB 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 -

270. 137 138 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 -

271. 291 TO 305 345 TO 354

272. LY 1.2 MEMB 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 137 138 -

273. 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 -

274. 291 TO 305 345 TO 354

275. UNT 1.2 MEMB 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 137 138 -

276. 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 -

277. 291 TO 305 345 TO 354

278. CHECK CODE MEMB 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 137 -

279. 138 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 291 -

280. 292 TO 305 345 TO 354






STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION)

***********************

ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION=======================================================================

21 ST C200X80X7.5 (JAPANESE SECTIONS)

PASS LRFD-H1-1B-C 0.248 7

1636.31 C -0.43 516.07 5.00



598.03 C 147.70 152.66 0.00


PASS LRFD-H1-1B-C 0.200 5597.59 C -149.78 152.05 0.00


PASS LRFD-H1-1B-T 0.104 5

917.15 T -10.80 411.39 0.00



195.46 C -8.88 513.50 2.00



854.65 T -9.20 630.40 0.00



230.42 T -51.47 1290.04 0.40


PASS LRFD-H1-1B-C 0.233 51267.17 C 183.12 -29.93 0.00



1256.44 C -48.04 127.84 0.00



1214.65 C 53.47 -97.36 0.00



835.24 T 14.46 -120.68 1.27



688.08 T -22.97 33.18 0.00

69 ST C200X80X7.5 (JAPANESE SECTIONS)PASS LRFD-H1-1B-C 0.135 5

1730.92 C 2.12 451.08 2.66



741.00 C -28.95 61.27 1.66



1141.15 T -1.88 -82.73 0.00



406.80 C -0.10 -86.18 1.44










FX MY MZ LOCATION

=======================================================================



1253.69 C 47.64 127.79 0.00



1214.37 C -53.80 -96.61 0.00



1541.81 T 4.50 -135.25 1.58



254.85 T 24.79 11.69 0.00


PASS LRFD-H1-1B-C 0.197 7459.49 C -0.56 811.96 2.66



265.39 T 23.44 -50.97 1.66



989.50 T 7.85 947.06 1.74



937.95 C -0.11 -182.16 1.44



808.54 T -50.11 112.28 0.00


PASS LRFD-H1-1B-C 0.101 7447.37 C 58.10 149.75 0.00



113.78 T 19.67 -572.36 0.00



348.98 C -78.61 604.54 2.00



1060.36 T -93.91 -428.78 0.00



1011.15 C 17.07 1337.34 0.40


1793.27 C -56.73 8.88 0.00








FX MY MZ LOCATION

=======================================================================



38.18 T 21.09 93.97 0.00



1372.50 C -12.24 -74.55 0.00



1249.21 C 6.88 72.56 1.27



886.05 T -4.32 24.83 0.00


PASS LRFD-H1-1B-C 0.112 51273.79 C -4.29 373.67 2.66



1194.26 C -9.67 -49.32 0.00



867.30 T 0.07 -62.65 0.00



671.22 T 15.63 -117.97 0.00



1845.36 T -60.21 -159.75 0.00


PASS LRFD-H1-1B-T 0.090 71094.60 T 72.97 -28.59 0.00



561.28 C -8.41 118.82 0.00



853.58 C 61.20 45.07 2.31



1707.46 T 12.84 -151.76 1.58



241.80 T 41.21 4.43 0.00


561.50 C -7.73 896.48 2.66








FX MY MZ LOCATION

=======================================================================



266.64 T 49.34 -59.89 1.66



1077.09 T 18.19 1066.38 1.74



1063.14 C -0.42 -207.90 1.44



178.14 T 31.77 170.89 0.00


PASS LRFD-H1-1B-T 0.072 5170.08 T -30.94 168.10 0.00



81.03 T 8.96 -568.52 0.00



771.71 C -9.25 615.52 2.00



1019.46 T -44.44 -463.35 0.00



1060.46 C -47.28 1316.41 0.40


PASS LRFD-H1-1B-C 0.063 71866.18 C 0.44 35.41 3.70



582.05 C -11.45 120.11 0.00



1348.86 C -44.87 -9.01 2.31



1280.19 C -24.49 66.41 1.27



893.42 T -27.02 25.04 0.00


1276.59 C 7.06 374.48 2.66








FX MY MZ LOCATION

=======================================================================



1156.56 C -31.35 88.27 1.66



321.16 C 7.73 50.28 0.00



665.33 T -2.22 -117.08 0.00



1810.28 T -23.97 -165.52 0.00


PASS LRFD-H1-1B-C 0.061 5378.98 C -45.95 -12.84 0.00



568.77 C 16.93 118.51 0.00



827.61 C 43.49 46.90 2.31



1658.26 T 5.51 -152.00 1.58



233.01 T 23.70 4.91 0.00


PASS LRFD-H1-1B-C 0.229 7621.53 C 10.36 897.65 2.66



285.53 T 27.52 -59.64 1.66



1025.03 T 20.67 1068.94 1.74



1066.84 C -0.09 -209.10 1.44



630.23 C -154.53 184.78 0.00


1450.53 C 161.42 128.52 0.00








FX MY MZ LOCATION

=======================================================================



976.67 T 9.50 444.73 0.00



1709.14 T 40.15 683.13 2.00



2031.16 C 54.05 -717.76 0.00



471.44 T -14.48 1450.13 0.40


PASS LRFD-H1-1B-C 0.261 52133.60 C -189.57 -12.42 0.00



1329.23 C 47.67 133.44 0.00



1236.12 C -54.75 -135.38 0.00



940.80 T -15.72 -180.49 1.27



589.67 T 4.44 34.29 0.00


PASS LRFD-H1-1B-C 0.139 51756.70 C -0.52 475.07 2.66



744.25 C -2.04 61.29 1.66



1222.22 T 0.82 -89.23 0.00



446.39 C 0.11 -92.20 1.44



975.52 C 11.87 -212.01 0.00


34.33 C 190.90 -76.53 0.00








FX MY MZ LOCATION

=======================================================================



2341.80 C -48.31 126.74 0.00



1491.31 C 56.66 -151.07 0.00



731.46 C -9.32 -65.47 1.58



565.27 T -21.73 26.67 0.00


PASS LRFD-H1-1B-C 0.144 71967.67 C -14.04 421.40 2.66



203.43 C -25.52 13.66 1.66



971.24 C 25.38 426.04 1.74



371.43 C -24.87 43.96 0.00



1301.55 C 1.68 578.72 5.00


PASS LRFD-H1-1B-T 0.212 71302.40 T 13.82 875.42 2.00


PASS LRFD-H1-1A-C 0.553 5

4835.23 C 0.05 -364.59 5.00



789.16 T 1.05 433.33 5.00



930.82 C -2.24 -641.78 0.00

* 293 ST C200X80X7.5 (JAPANESE SECTIONS)

FAIL LRFD-H1-1A-C 1.804 5

1575.76 C 10.54 2362.45 0.00

* 294 ST C200X80X7.5 (JAPANESE SECTIONS)FAIL LRFD-H1-1A-C 1.803 5

1576.73 C -10.51 2360.49 0.00








FX MY MZ LOCATION

=======================================================================



2475.13 C -5.38 1800.61 0.00



2478.72 C 5.30 1801.73 0.00



16.29 T 13.72 116.13 6.00



45.52 T 0.89 109.31 6.00


PASS LRFD-H1-1B-C 0.054 5147.85 C 1.12 107.92 6.00



151.11 C -4.72 109.74 6.00



4013.77 C 2.26 1343.60 0.00



1630.47 C 11.35 2380.87 9.15



2502.30 C 7.99 1811.26 6.98


FAIL LRFD-H1-1A-C 1.036 52182.68 C 3.82 1504.10 6.98



2748.27 C -6.36 1820.04 9.15



22.46 T -1.29 125.93 0.00



29.31 T -6.22 92.67 0.00



21.55 T 15.39 94.69 0.00

348 ST C200X80X7.5 (JAPANESE SECTIONS)PASS LRFD-H1-1B-T 0.065 7

9.55 T 13.39 132.29 0.00








FX MY MZ LOCATION

=======================================================================



124.43 C 14.43 151.83 0.00



86.22 C 6.89 108.99 0.00



167.08 C -7.26 115.39 0.00



148.61 C -3.89 157.05 0.00


FAIL LRFD-H1-1A-C 1.063 54013.62 C 0.20 1409.93 6.00


PASS LRFD-H1-1A-C 0.630 5

4076.10 C -0.14 -249.93 3.00

************** END OF TABULATED RESULT OF DESIGN **************

281. PARAMETER 2

282. CODE LRFD

283. STEEL TAKE OFF LIST 21 39 40 58 59 61 63 TO 82 88 89 107 108 110 112 TO 131 -






STEEL TAKE-OFF--------------

PROFILE LENGTH(METE) WEIGHT(KG )

284. 137 138 156 157 159 161 TO 180 186 187 205 206 208 210 TO 229 254 255 257 -

285. 291 TO 305 345 TO 354

ST C200X80X7.5 372.61 9144.608

----------------TOTAL = 9144.608

************ END OF DATA FROM INTERNAL STORAGE ************

286. START CONCRETE DESIGN

287. CODE ACI

288. WIDTH 0.2 MEMB 12 47 96 145 194 243 280 285 286 306 TO 310 313 314 317 318 -

289. 321 322 325 326 333 TO 336 355 TO 398

290. WIDTH 0.3 MEMB 459 461

291. WIDTH 0.15 MEMB 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 -

292. 282 TO 284 337 TO 344 470 TO 476

293. WIDTH 0.2 MEMB 399 TO 443 463 468 469294. MINSEC 10 MEMB 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 -

295. 282 TO 284 337 TO 344 470 TO 476

296. MINMAIN 12 MEMB 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 -

297. 282 TO 284 337 TO 344 470 TO 476

298. MAXMAIN 12 MEMB 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 -

299. 282 TO 284 337 TO 344 470 TO 476

300. WIDTH 0.2 MEMB 13 48 97 146 195 244 279 287 288 311 312 315 316 319 320 323 -

301. 324 327 TO 332 444 TO 458 465 TO 467

302. WIDTH 0.3 MEMB 1 2 4 5 8 TO 11 19 20 22 23 34 35 37 38 42 43 45 46 56 57 60 -

303. 62 83 84 86 87 91 92 94 95 105 106 109 111 132 133 135 136 140 141 143 144 -

304. 154 155 158 160 181 182 184 185 189 190 192 193 203 204 207 209 230 231 233 -

305. 234 238 239 241 242 252 253 256 258

306. DEPTH 0.3 MEMB 1 2 4 5 8 TO 11 19 20 22 23 34 35 37 38 42 43 45 46 56 57 60 -

307. 62 83 84 86 87 91 92 94 95 105 106 109 111 132 133 135 136 140 141 143 144 -

308. 154 155 158 160 181 182 184 185 189 190 192 193 203 204 207 209 230 231 233 -309. 234 238 239 241 242 252 253 256 258

310. MINSEC 10 MEMB 1 2 4 5 8 TO 13 19 20 22 23 34 35 37 38 42 43 45 TO 48 56 57 -

311. 60 62 83 84 86 87 91 92 94 TO 97 105 106 109 111 132 133 135 136 140 141 -

312. 143 TO 146 154 155 158 160 181 182 184 185 189 190 192 TO 195 203 204 207 -

313. 209 230 231 233 234 238 239 241 TO 244 252 253 256 258 279 280 285 TO 288 -

314. 306 TO 336 355 TO 459 461 463 465 TO 469

315. MINMAIN 16 MEMB 1 2 4 5 8 TO 13 19 20 22 23 34 35 37 38 42 43 45 TO 48 56 -

316. 57 60 62 83 84 86 87 91 92 94 TO 97 105 106 109 111 132 133 135 136 140 141 -

317. 143 TO 146 154 155 158 160 181 182 184 185 189 190 192 TO 195 203 204 207 -

318. 209 230 231 233 234 238 239 241 TO 244 252 253 256 258 279 280 285 TO 288 -

319. 306 TO 336 355 TO 459 461 463 465 TO 469

320. MAXMAIN 16 MEMB 1 2 4 5 8 TO 13 19 20 22 23 34 35 37 38 42 43 45 TO 48 56 -

321. 57 60 62 83 84 86 87 91 92 94 TO 97 105 106 109 111 132 133 135 136 140 141 -

322. 143 TO 146 154 155 158 160 181 182 184 185 189 190 192 TO 195 203 204 207 -323. 209 230 231 233 234 238 239 241 TO 244 252 253 256 258 279 280 285 TO 288 -

324. 306 TO 336 355 TO 459 461 463 465 TO 469

325. FYSEC 2.4E+007 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 -






326. 62 83 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 -

327. 181 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

328. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

329. FYMAIN 4E+007 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 62 -

330. 83 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 181 -

331. 182 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

332. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

333. DEPTH 0.4 MEMB 12 47 96 145 194 243 280 285 286 306 TO 310 313 314 317 318 -

334. 321 322 325 326 333 TO 336 355 TO 398

335. DEPTH 0.3 MEMB 459 461336. DEPTH 0.3 MEMB 3 36 41 44 85 90 93 134 139 142 183 188 191 232 237 240 281 -

337. 282 TO 284 337 TO 344 470 TO 476

338. DEPTH 0.4 MEMB 13 48 97 146 195 244 279 287 288 311 312 315 316 319 320 323 -

339. 324 327 TO 332 444 TO 458 465 TO 467

340. FC 2.5E+006 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 62 -

341. 83 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 181 -

342. 182 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

343. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

344. DEPTH 0.3 MEMB 399 TO 443 463 468 469

345. CLB 0.04 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 62 83 -

346. 84 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 181 -

347. 182 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

348. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

349. CLS 0.04 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 62 83 -350. 84 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 181 -

351. 182 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

352. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

353. CLT 0.04 MEMB 1 TO 5 8 TO 13 19 20 22 23 34 TO 38 41 TO 48 56 57 60 62 83 -

354. 84 TO 87 90 TO 97 105 106 109 111 132 TO 136 139 TO 146 154 155 158 160 181 -

355. 182 TO 185 188 TO 195 203 204 207 209 230 TO 234 237 TO 244 252 253 256 258 -

356. 279 TO 288 306 TO 344 355 TO 459 461 463 465 TO 476

357. DESIGN BEAM 3 12 13 36 41 44 47 48 85 90 93 96 97 134 139 142 145 146 183 -

358. 188 191 194 195 232 237 240 243 244 279 TO 288 306 TO 344 355 TO 458 463 -

359. 465 TO 476






=====================================================================

BEAM NO. 3 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05

LEN - 5000. MM FY - 392. FC - 25. MPA, SIZE - 150. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END

_____________________________________________________________________

1 56. 2 - 12MM 0. 3945. YES NO

2 244. 2 - 12MM 0. 1177. YES NO

3 244. 2 - 12MM 2782. 5000. NO YES

B E A M N O. 3 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 2.53 KNS Vc= 29.74 KNS Vs= 0.00 KNSTu= 0.21 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 5

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 3.22 KNS Vc= 29.23 KNS Vs= 0.00 KNS

Tu= 0.21 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 5


___ 3J____________________ 5000X 150X 300_____________________ 11J____

| |

||================ =================================||

| 2No12 H 244. 0.TO 1177 2No12 H 244.2782.TO 5000 |

| |

| 2No12 H 56. 0.TO 3945 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2500. YES YES

2 342. 2 - 16MM 0. 1220. YES NO


AT START SUPPORT - Vu= 55.38 KNS Tu= 8.8 KN-MET

Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

AT END SUPPORT - Vu= 19.88 KNS Tu= 8.8 KN-MET

Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1

LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

___ 2J____________________ 2499X 200X 400_____________________ 197J____

| |

||==================================== |

| 2No16 H 342. 0.TO 1220 |

| |

| 3No16 H 58. 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______| | | | | | | | | | | | | |

| oo | | oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| ooo | | ooo | | ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================



LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 766. 4026. NO NO

2 342. 3 - 16MM 0. 1619. YES NO






3 342. 3 - 16MM 3173. 5000. NO YES


AT START SUPPORT - Vu= 51.21 KNS Vc= 55.61 KNS Vs= 12.67 KNS


NO STIRRUPS ARE REQUIRED FOR TORSION.REINFORCEMENT IS REQUIRED FOR SHEAR.

PROVIDE 10 MM 2-LEGGED STIRRUPS AT 171. MM C/C FOR 2160. MM



NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT IS REQUIRED FOR SHEAR.


___ 1J____________________ 5000X 200X 400_____________________ 12J____

| |

||======================= ===========================||

| 3No16 H 342.| 0.TO 1619 3No16 H|342.3173.TO 5000 || 14*10c/c171 | | | | | | | | 14*10c/c171 |

| |2No16|H |58. 766.TO 4026 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END

_____________________________________________________________________

1 56. 2 - 12MM 0. 3945. YES NO2 244. 2 - 12MM 0. 2010. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES










AT END SUPPORT - Vu= 2.15 KNS Vc= 54.64 KNS Vs= 0.00 KNSTu= 0.13 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 5


___ 34J____________________ 5000X 150X 300_____________________ 42J____

| |

||============================= ========================================||

| 2No12 H 244. 0.TO 2010 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 3945 |

||========================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | || oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 2000. YES YES

2 244. 2 - 12MM 740. 2000. NO YES





REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.












___ 42J____________________ 1999X 150X 300_____________________ 44J____

| |

| ===============================================||| 2No12 H 244. 740.TO 2000 | | | | |

| 8*10c/c122 | | | | | | 8*10c/c122| |

| 2No12 H 56. 0.TO 2000 | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | oo | | oo | | oo | | oo |

| | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 3112. YES NO

2 244. 2 - 12MM 0. 1177. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES






Tu= 0.11 KN-MET Tc= 0.7 KN-MET Ts= 0.0 KN-MET LOAD 5STIRRUPS ARE NOT REQUIRED.






___ 44J____________________ 5000X 150X 300_____________________ 35J____

| |

||================ ========================================||

| 2No12 H 244. 0.TO 1177 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 3112 |

||============================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2500. YES YES

2 90. 2 - 16MM 0. 2500. YES YES

3 342. 3 - 16MM 0. 1229. YES NO

4 310. 1 - 16MM 0. 1229. YES NO










REINFORCEMENT IS REQUIRED FOR SHEAR.PROVIDE 10 MM 2-LEGGED STIRRUPS AT 171. MM C/C FOR 910. MM






___ 33J____________________ 2499X 200X 400_____________________ 198J____

| |

||==================================== |

| 3No16 H 342.| 0.TO 1229| | |

| 7*10c/c171 | | | | 7*10c/c171 |

| 3No16 H 58.| 0.TO 2500| | |

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 32J____________________ 5000X 200X 400_____________________ 43J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 3945. YES NO

2 244. 2 - 12MM 0. 2010. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES













___ 65J____________________ 5000X 150X 300_____________________ 73J____

| |

||============================= ========================================||

| 2No12 H 244. 0.TO 2010 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 3945 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 2000. YES YES

2 244. 2 - 12MM 0. 510. YES NO

3 244. 2 - 12MM 740. 2000. NO YES




STIRRUPS ARE REQUIRED FOR TORSION.



ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.72 SQ.CM.




REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.PROVIDE 10 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 760. MM







___ 73J____________________ 1999X 150X 300_____________________ 75J____

| |

||================== ===============================================||

| 2No12 H 244.| 0.TO 510 2No12 H 244.|740.TO 2000| | | | | | | | |

| 13*10c/c 68 | | | | | | | | | | | | | 13*10c/c 68 | |

| 2No12 H 56.| 0.TO 2000 | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 3112. YES NO

2 244. 2 - 12MM 0. 1593. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES


















___ 75J____________________ 5000X 150X 300_____________________ 66J____

| |

||======================= ========================================||

| 2No12 H 244.| |0.TO 1593 2No12 H 244.2365.TO 5000 |

| 35*10c/c 68 | | | | | | | | | | | | 35*10c/c 68 |

| 2No12 H |56.| |0.TO 3112 | | | | | | |

||============================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 2 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 2 - 16MM 0. 1438. YES NO




STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.













___ 64J____________________ 2499X 200X 400_____________________ 199J____

| |

||========================================== |

| 3No16 H 342.| 0.TO 1438| | | | | |

| 10*10c/c105 | | | | | | | | 10*10c/c105 |

| 3No16 H 58. 125.TO 2500 | | | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | ooo | | ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 63J____________________ 5000X 200X 400_____________________ 74J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 3945. YES NO

2 244. 2 - 12MM 0. 2010. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES













___ 96J____________________ 5000X 150X 300_____________________ 104J____

| |

||============================= ========================================||

| 2No12 H 244. 0.TO 2010 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 3945 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 2000. YES YES

2 244. 2 - 12MM 0. 510. YES NO

3 244. 2 - 12MM 740. 2000. NO YES

















___ 104J____________________ 1999X 150X 300_____________________ 106J____

| |

||================== ===============================================||

| 2No12|H 244. 0.TO 510 2No12 H 244. 740.TO 2000 | | | | |

| 8*10c/c122 | | | | | | | 8*10c/c122| |

| 2No12|H 56. 0.TO 2000 | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 3112. YES NO

2 244. 2 - 12MM 0. 1593. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES


















___ 106J____________________ 5000X 150X 300_____________________ 97J____

| |

||======================= ========================================||

| 2No12 H 244.| |0.TO 1593 2No12 H 244.2365.TO 5000 |

| 35*10c/c 68 | | | | | | | | | | | | 35*10c/c 68 |

| 2No12 H |56.| |0.TO 3112 | | | | | | |

||============================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 2 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 2 - 16MM 0. 1438. YES NO
















___ 95J____________________ 2499X 200X 400_____________________ 200J____

| |

||========================================== |

| 3No16 H 342.| 0.TO 1438| | | |

| 7*10c/c171 | | | | | 7*10c/c171 |

| 3No16 H 58. 125.TO 2500 | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 94J____________________ 5000X 200X 400_____________________ 105J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 4362. YES NO

2 244. 2 - 12MM 0. 2427. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES













___ 127J____________________ 5000X 150X 300_____________________ 135J____

| |

||=========================================================================||

| 2No12 H 244. 0.TO 2427 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 4362 |

||================================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 1158. YES NO

2 244. 2 - 12MM 407. 2000. NO YES

3 220. 1 - 12MM 407. 2000. NO YES


















___ 135J____________________ 1999X 150X 300_____________________ 137J____

| |

| ============================================================||

| =2No12=H=244.=407.TO=2000===================================||

| 13*10c/c 68 1No12 H|220. 407.TO|2000 | 13*10c/c 68 |

| 2No12 H 56. 0.TO 1158| | | | | | |

||========================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | oo | | oo | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 559. 1667. NO YES

2 80. 1 - 12MM 559. 1667. NO YES

*** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED.

REQD. STEEL = 685. MM2, MAX. STEEL PERMISSIBLE = 724. MM2

MAX NEG MOMENT = 46.63 KN-MET, LOADING 5

___ 137J____________________ 1666X 150X 300_____________________ 224J____

| |

| |

| |

| 1No12 H 80. 559.TO 1667 |

| =2No12=H==56.=559.TO=1667=========================||

| ==================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2500. YES YES

2 90. 2 - 16MM 0. 2500. YES YES

3 342. 3 - 16MM 0. 1229. YES NO

4 310. 1 - 16MM 0. 1229. YES NO












___ 126J____________________ 2499X 200X 400_____________________ 201J____

| |||==================================== |

| 3No16 H 342.| 0.TO 1229| | |

| 7*10c/c171 | | | | 7*10c/c171 |

| 3No16 H 58.| 0.TO 2500| | |

||=========================================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| ooo | | ooo | | ooo | | ooo | | ooo | | ooo | | ooo || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES












___ 125J____________________ 5000X 200X 400_____________________ 136J____| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | || | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 3529. YES NO

2 244. 2 - 12MM 0. 1177. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES







___ 158J____________________ 5000X 150X 300_____________________ 166J____

| |

||================ ========================================||

| 2No12 H 244. 0.TO 1177 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 3529 |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 1177. YES NO

2 80. 1 - 12MM 0. 1177. YES NO

3 244. 2 - 12MM 407. 2000. NO YES

4 220. 1 - 12MM 407. 2000. NO YES



Vc= 30.2 KNS, ACI 318:CLAUSE 11.6.3.1



Vc= 30.0 KNS, ACI 318:CLAUSE 11.6.3.1


___ 166J____________________ 1999X 150X 300_____________________ 168J____

| |

| ============================================================||

| =2No12=H=244.=407.TO=2000===================================||

| 1No12 H 80. 10.TO 11770. 407.TO 2000 |

||2No12=H==56.===0.TO=1177=================== |

||=========================================== |

| ||___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | oo | | oo | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________






1 56. 2 - 12MM 559. 1667. NO YES

2 80. 1 - 12MM 559. 1667. NO YES




___ 168J____________________ 1666X 150X 300_____________________ 226J____

| || |

| |

| 1No12 H 80. 559.TO 1667 |

| =2No12=H==56.=559.TO=1667=========================||

| ==================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | oo | | oo | | oo | | oo || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2500. YES YES

2 342. 2 - 16MM 0. 1220. YES NO



Vc= 55.9 KNS, ACI 318:CLAUSE 11.6.3.1









___ 157J____________________ 2499X 200X 400_____________________ 202J____

| |

||==================================== |

| 2No16 H 342. 0.TO 1220 |

| |

| 3No16 H 58. 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 766. 4026. NO NO

2 342. 3 - 16MM 0. 1619. YES NO

3 342. 3 - 16MM 3173. 5000. NO YES

















___ 156J____________________ 5000X 200X 400_____________________ 167J____

| |

||======================= ===========================||

| 3No16 H 342.| 0.TO 1619 3No16 H|342.3173.TO 5000 |

| 14*10c/c171 | | | | | | | | 14*10c/c171 |

| |2No16|H |58. 766.TO 4026 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 1J____________________ 6000X 200X 400_____________________ 32J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 81. 3000. NO YES

2 342. 3 - 16MM 0. 1536. YES NO



Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1













___ 2J____________________ 3000X 200X 400_____________________ 177J____

| |

||===================================== |

| 3No16 H 342. 0.TO 1536 |

| 13*12c/c105 |

| 3No16 H 58. 81.TO 3000 |

| =========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES













___ 3J____________________ 6000X 150X 300_____________________ 34J____

| |

||================ ================================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES













___ 4J____________________ 6000X 150X 300_____________________ 35J____

| |

||================ ================================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 4362. YES NO

2 244. 2 - 12MM 0. 1593. YES NO

3 244. 2 - 12MM 2365. 5000. NO YES













___ 13J____________________ 5000X 150X 300_____________________ 4J____

| |

||======================= ========================================||

| 2No12 H 244. 0.TO 1593 2No12 H 244.2365.TO 5000 |

| |

| 2No12 H 56. 0.TO 4362 |

||================================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 2000. YES YES

2 244. 2 - 12MM 740. 2000. NO YES

















___ 11J____________________ 1999X 150X 300_____________________ 13J____

| |

| ===============================================||

| 2No12 H 244. 740.TO 2000 | | | | |

| 8*10c/c122 | | | | | | 8*10c/c122| |

| 2No12 H 56. 0.TO 2000 | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | oo | | oo | | oo | | oo |

| | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 64. 2500. NO YES

2 342. 3 - 16MM 0. 1619. YES NO


















___ 14J____________________ 2500X 200X 400_____________________ 203J____

| |

||================================================ |

| 3No16 H 342.| 0.TO 1619| | | | | | |

| 10*16c/c105 | | | | | | | | | 10*12c/c105 |

| 3No16 H |58.| 64.TO 2500| | | | | | |

|==========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 607. YES NO

2 342. 3 - 16MM 0. 2000. YES YES

















___ 10J____________________ 1999X 200X 400_____________________ 14J____

| |

||=========================================================================||

| 3No16 H|342. |0.TO 2000 |

| 5*10c/c171 | | 5*10c/c171 |

| 2No16 H| 58. |0.TO 607 |

||====================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | | | |

| oo | | oo | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 766. 4026. NO NO

2 342. 3 - 16MM 0. 1619. YES NO

3 342. 3 - 16MM 3173. 5000. NO YES

















___ 15J____________________ 5000X 200X 400_____________________ 6J____

| |

||======================= ===========================||

| 3No16 H 342.| 0.TO 1619 3No16 H|342.3173.TO 5000 |

| 14*10c/c171 | | | | | | | | 14*10c/c171 |

| |2No16|H |58. 766.TO 4026 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 12J____________________ 1999X 200X 400_____________________ 15J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 271. 3000. NO YES

2 90. 2 - 16MM 271. 3000. NO YES

3 342. 3 - 16MM 0. 1354. YES NO

4 310. 1 - 16MM 0. 1354. YES NO

















___ 10J____________________ 3000X 200X 400_____________________ 178J____

| |

||================================= |

| 3No16 H 342.| 0.TO 1354| | | |

| 13*12c/c105 | | | | | | | 13*10c/c105 |

| 3No16 H| 58. 271.TO|3000 | |

| =====================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 271. 3000. NO YES

2 90. 2 - 16MM 271. 3000. NO YES

3 342. 3 - 16MM 0. 1354. YES NO

4 310. 1 - 16MM 0. 1354. YES NO

















___ 14J____________________ 3000X 200X 400_____________________ 179J____

| |

||================================= |

| 3No16 H 342.| 0.TO 1354| | | |

| 13*12c/c105 | | | | | | | 13*10c/c105 |

| 3No16 H| 58. 271.TO|3000 | |

| =====================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 85. 3000. NO YES

2 342. 3 - 16MM 0. 1536. YES NO



Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1



Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1







___ 5J____________________ 3000X 200X 400_____________________ 180J____

| |

||===================================== |

| 3No16 H 342. 0.TO 1536 |

| |

| 3No16 H 58. 85.TO 3000 |

| =========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 3 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 3 - 16MM 0. 1438. YES NO
















___ 45J____________________ 2500X 200X 400_____________________ 204J____

| |

||========================================== |

| 3No16 H 342.| 0.TO 1438| | | |

| 7*10c/c169 | | | | | 7*10c/c171 |

| 3No16 H 58. 125.TO 2500 | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 342. 3 - 16MM 0. 2000. YES YES

2 310. 1 - 16MM 0. 2000. YES YES

















___ 41J____________________ 1999X 200X 400_____________________ 45J____

| |

||=========================================================================||

| 3No16 H 342. 0.TO 2000 |

| 5*10c/c171 5*10c/c171 |

| |

| |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 46J____________________ 5000X 200X 400_____________________ 37J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 43J____________________ 1999X 200X 400_____________________ 46J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 2 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 2 - 16MM 0. 1438. YES NO
















___ 76J____________________ 2500X 200X 400_____________________ 205J____

| |

||========================================== |

| 3No16 H 342.| 0.TO 1438| | | |

| 7*10c/c171 | | | | | 7*10c/c171 |

| 3No16 H 58. 125.TO 2500 | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 274. YES NO

2 342. 3 - 16MM 0. 2000. YES YES

3 310. 1 - 16MM 0. 2000. YES YES

















___ 72J____________________ 1999X 200X 400_____________________ 76J____

| |

||=========================================================================||

| 3No16 H|342. 0.TO 2000 |

| 5*10c/c171 5*10c/c171 |

| 2No16 H| 58. 0.TO 274 |

||========= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | | | | | | | | | | | |

| oo | | | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 77J____________________ 5000X 200X 400_____________________ 68J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 74J____________________ 1999X 200X 400_____________________ 77J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 2 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 2 - 16MM 0. 1438. YES NO
















___ 107J____________________ 2500X 200X 400_____________________ 206J____

| |

||========================================== |

| 3No16 H 342.| 0.TO 1438| | | |

| 7*10c/c171 | | | | | 7*10c/c171 |

| 3No16 H 58. 125.TO 2500 | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 274. YES NO

2 342. 3 - 16MM 0. 2000. YES YES

3 310. 1 - 16MM 0. 2000. YES YES

















___ 103J____________________ 1999X 200X 400_____________________ 107J____

| |

||=========================================================================||

| 3No16 H|342. 0.TO 2000 |

| 5*10c/c171 5*10c/c171 |

| 2No16 H| 58. 0.TO 274 |

||========= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | | | | | | | | | | | |

| oo | | | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 108J____________________ 5000X 200X 400_____________________ 99J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 105J____________________ 1999X 200X 400_____________________ 108J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 125. 2500. NO YES

2 90. 2 - 16MM 125. 2500. NO YES

3 342. 3 - 16MM 0. 1438. YES NO

4 310. 3 - 16MM 0. 1438. YES NO
















___ 138J____________________ 2500X 200X 400_____________________ 207J____

| |

||========================================== |

| 3No16|H 342. 0.TO 1438 | | | |

| 7*10c/c154 | | | | | 7*10c/c171 |

| 3No16 H |58. 125.TO 2500 | | |

| ========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 342. 3 - 16MM 0. 2000. YES YES

2 310. 1 - 16MM 0. 2000. YES YES















___ 134J____________________ 1999X 200X 400_____________________ 138J____

| |

||=========================================================================||

| 3No16 H 342. 0.TO 2000 |

| 5*10c/c171 |

| |

| |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 609. 4183. NO NO

2 342. 3 - 16MM 0. 1438. YES NO

3 310. 1 - 16MM 0. 1438. YES NO

4 342. 3 - 16MM 3354. 5000. NO YES

5 310. 1 - 16MM 3354. 5000. NO YES
















___ 139J____________________ 5000X 200X 400_____________________ 130J____

| |

||==================== =========================||

| 3No16 H 342.| 0.TO 1438 |3No16|H 342.3354.TO 5000 |

| 14*10c/c171 | | | | | | | 14*10c/c171 |

| 2No16 H| 58. 609.TO 4183 | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 136J____________________ 1999X 200X 400_____________________ 139J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 78. 2500. NO YES

2 342. 3 - 16MM 0. 1619. YES NO



Vc= 54.3 KNS, ACI 318:CLAUSE 11.6.3.1













___ 169J____________________ 2500X 200X 400_____________________ 208J____

| |

||================================================ |

| 3No16 H 342. 0.TO 1619 | | |

| | | 10*12c/c105 |

| 3No16 H 58. 78.TO 2500 | | |

| =========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 607. YES NO

2 342. 3 - 16MM 0. 2000. YES YES















___ 165J____________________ 1999X 200X 400_____________________ 169J____

| |

||=========================================================================||

| 3No16 H 342. 0.TO 2000 |

| 5*10c/c171 |

| 2No16 H 58. 0.TO 607 |

||====================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | | | |

| oo | | oo | | | | | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 766. 4026. NO NO

2 342. 3 - 16MM 0. 1619. YES NO

3 342. 3 - 16MM 3173. 5000. NO YES

















___ 170J____________________ 5000X 200X 400_____________________ 161J____

| |

||======================= ===========================||

| 3No16 H 342.| 0.TO 1619 3No16 H|342.3173.TO 5000 |

| 14*10c/c171 | | | | | | | | 14*10c/c171 |

| |2No16|H |58. 766.TO 4026 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 143. 1774. NO NO

2 342. 2 - 16MM 0. 929. YES NO

3 342. 2 - 16MM 988. 2000. NO YES













___ 167J____________________ 1999X 200X 400_____________________ 170J____

| |

||================================== ======================================||

| 2No16 H 342. 0.TO 929 2No16 H 342. 988.TO 2000 |

| |

| 2No16 H 58. 143.TO 1774 |

| =============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 125J____________________ 6000X 200X 400_____________________ 156J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 94J____________________ 5999X 200X 400_____________________ 125J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 646. 5104. NO NO

2 90. 1 - 16MM 646. 5104. NO NO












___ 63J____________________ 6000X 200X 400_____________________ 94J____

| |

| |

| |

| |

| 3No16 H 58. 646.TO 5104 |

| ========================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 32J____________________ 6000X 200X 400_____________________ 63J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 580. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 2 - 16MM 0. 1854. YES NO











PROVIDE 10 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1160. MMADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.16 SQ.CM.






___ 126J____________________ 3000X 200X 400_____________________ 181J____

| |

||============================================= |

| 3No16 H 342.| 0.TO 1854| | | | | | | |

| 13*12c/c105 | | | | | | | | | | | 13*10c/c105 |

| |3No16|H |58. 580.TO 3000 | | |

| =============================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 924. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 2 - 16MM 0. 1854. YES NO

















___ 95J____________________ 2999X 200X 400_____________________ 182J____

| |

||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | |

| 13*16c/c105 | | | | | | | | 13*12c/c105 |

| |2No16|H |58. 924.TO 3000 |

| ====================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 521. 3000. NO YES

2 90. 1 - 16MM 521. 3000. NO YES




___ 64J____________________ 3000X 200X 400_____________________ 183J____

| |

| |

| |

| |

| 3No16 H 58. 521.TO 3000 |

| ==============================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 2 - 16MM 674. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 1 - 16MM 0. 1854. YES NO












___ 33J____________________ 3000X 200X 400_____________________ 184J____

| |||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | |

| 13*12c/c105 | | | | | | | | | | 13*10c/c105 |

| |2No16|H |58. 674.TO 3000 | |

| ==========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo | | oo || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES







___ 127J____________________ 6000X 150X 300_____________________ 158J____

| |

||================ ================================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 843. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES







___ 96J____________________ 5999X 150X 300_____________________ 127J____

| |

||========= ================================||

| 2No12 H 244. 0.TO 843 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | | | | | | | oo | | oo | | oo |

| 2#12 | | | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 4195. YES NO

2 244. 2 - 12MM 0. 1843. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES







___ 65J____________________ 6000X 150X 300_____________________ 96J____

| |

||====================== ================================||

| 2No12 H 244. 0.TO 1843 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4195 |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 5195. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3907. 6000. NO YES







___ 34J____________________ 6000X 150X 300_____________________ 65J____

| |

||================ ==========================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3907.TO 6000 |

| |

| 2No12 H 56. 0.TO 5195 |

||================================================================ |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 524. 5226. NO NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 4407. 6000. NO YES

4 220. 1 - 12MM 4407. 6000. NO YES












___ 128J____________________ 6000X 150X 300_____________________ 159J____

| |||================ ====================||

| 2No12 H 244.| |0.TO 1343 2No12=H=244.4407.TO=6000||

| 24*10c/c122 | | 1No12|H|220.4407.TO26000 |

| |2No12|H| 56. 524.TO 5226 | | | | | | |

| ============================================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | | | oo | | oo |

| 2#12 | | 2#12 | | | | | | | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| | | oo | | oo | | oo | | oo | | oo | | || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 3695. YES NO

2 244. 2 - 12MM 0. 843. YES NO

3 244. 2 - 12MM 2907. 6000. NO YES







___ 97J____________________ 5999X 150X 300_____________________ 128J____

| |

||========= =======================================||

| 2No12 H 244. 0.TO 843 2No12 H 244.2907.TO 6000 |

| |

| 2No12 H 56. 0.TO 3695 |

||============================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | | | | | oo | | oo | | oo | | oo |

| 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES







___ 66J____________________ 6000X 150X 300_____________________ 97J____

| |

||================ ================================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 4695. YES NO

2 244. 2 - 12MM 0. 1343. YES NO

3 244. 2 - 12MM 3407. 6000. NO YES







___ 35J____________________ 6000X 150X 300_____________________ 66J____

| |

||================ ================================||

| 2No12 H 244. 0.TO 1343 2No12 H 244.3407.TO 6000 |

| |

| 2No12 H 56. 0.TO 4695 |

||========================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo | | oo |

| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 771. 3000. NO YES

2 90. 2 - 16MM 771. 3000. NO YES




___ 134J____________________ 3000X 200X 400_____________________ 185J____

| || |

| |

| |

| 3No16 H 58. 771.TO 3000 |

| ========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 521. 3000. NO YES

2 90. 1 - 16MM 521. 3000. NO YES

3 342. 3 - 16MM 0. 1854. YES NO

4 310. 3 - 16MM 0. 1854. YES NO

















___ 103J____________________ 2999X 200X 400_____________________ 186J____

| |

||============================================= |

| 3No16 H 342.| 0.TO 1854| | | | | | | || 13*10c/c105 | | | | | | | | | | | 13*10c/c105 |

| 3No16 H 58.|521.TO 3000| | | |

| ==============================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 521. 3000. NO YES2 90. 1 - 16MM 521. 3000. NO YES

3 342. 3 - 16MM 0. 1854. YES NO

4 310. 3 - 16MM 0. 1854. YES NO

















___ 72J____________________ 3000X 200X 400_____________________ 187J____

| |

||============================================= |

| 3No16 H 342.| 0.TO 1854| | | | | | | || 13*12c/c105 | | | | | | | | | | | 13*10c/c105 |

| 3No16 H 58.|521.TO 3000| | | |

| ==============================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 771. 3000. NO YES2 90. 1 - 16MM 771. 3000. NO YES









___ 41J____________________ 3000X 200X 400_____________________ 188J____

| |

| |

| |

| |

| 3No16 H 58. 771.TO 3000 |

| ========================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 771. 3000. NO YES

2 90. 1 - 16MM 771. 3000. NO YES




___ 138J____________________ 3000X 200X 400_____________________ 189J____

| |

| |

| |

| |

| 3No16 H 58. 771.TO 3000 |

| ========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 521. 3000. NO YES

2 90. 1 - 16MM 521. 3000. NO YES

3 342. 3 - 16MM 0. 1854. YES NO

4 310. 3 - 16MM 0. 1854. YES NO












___ 107J____________________ 2999X 200X 400_____________________ 190J____

| |||============================================= |

| 3No16 H 342. 0.TO 1854 | | | | |

| 8*10c/c171 | | | | | | 8*10c/c171 |

| 3No16 H |58. 521.TO 3000 | |

| ==============================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | ooo | | ooo | | ooo | | ooo | | ooo || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 521. 3000. NO YES

2 90. 1 - 16MM 521. 3000. NO YES

3 342. 3 - 16MM 0. 1854. YES NO

4 310. 3 - 16MM 0. 1854. YES NO












___ 76J____________________ 3000X 200X 400_____________________ 191J____

| |||============================================= |

| 3No16 H 342. 0.TO 1854 | | | | |

| 8*10c/c171 | | | | | | 8*10c/c171 |

| 3No16 H |58. 521.TO 3000 | |

| ==============================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | ooo | | ooo | | ooo | | ooo | | ooo || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 771. 3000. NO YES

2 90. 1 - 16MM 771. 3000. NO YES




___ 45J____________________ 3000X 200X 400_____________________ 192J____

| || |

| |

| |

| 3No16 H 58. 771.TO 3000 |

| ========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 850. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 2 - 16MM 0. 1854. YES NO

















___ 129J____________________ 3000X 200X 400_____________________ 193J____

| |

||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | || 13*16c/c105 | | | | | | | | 13*12c/c105 |

| 3No16 H| 58. 850.TO|3000 |

| ======================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 688. 3000. NO YES2 342. 3 - 16MM 0. 1854. YES NO

3 310. 1 - 16MM 0. 1854. YES NO

















___ 98J____________________ 2999X 200X 400_____________________ 194J____

| |

||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | |

| 13*12c/c105 | | | | | | | | | | 13*12c/c105 |

| |3No16|H |58. 688.TO 3000 | |

| ==========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 681. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 1 - 16MM 0. 1854. YES NO

















___ 67J____________________ 3000X 200X 400_____________________ 195J____

| |

||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | |

| 13*12c/c105 | | | | | | | | | | 13*12c/c105 |

| |3No16|H |58. 681.TO 3000 | |

| ==========================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 946. 3000. NO YES

2 342. 3 - 16MM 0. 1854. YES NO

3 310. 2 - 16MM 0. 1854. YES NO

















___ 36J____________________ 3000X 200X 400_____________________ 196J____

| |

||============================================= |

| 3No16 H 342. 0.TO 1854| | | | | | | |

| 13*12c/c105 | | | | | | | | 13*10c/c105 |

| |3No16|H |58. 946.TO 3000 |

| ====================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______| | | | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | | | |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2045. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 2 - 16MM 1021. 3000. NO YES















STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1160. MM


___ 177J____________________ 3000X 200X 400_____________________ 33J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000| |

| 13*10c/c105 | | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 2045| | | | | | | | | |

||================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| ooo | | ooo | | ooo | | ooo | | ooo | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 2 - 16MM 0. 2104. YES NO









___ 178J____________________ 3000X 200X 400_____________________ 41J____

| |

| |

| |

| |

| 3No16 H 58. 0.TO 2104 |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 2 - 16MM 0. 2104. YES NO




___ 179J____________________ 3000X 200X 400_____________________ 45J____

| |

| |

| |

| |

| 3No16 H 58. 0.TO 2104 |

||==================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2041. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 2 - 16MM 1021. 3000. NO YES












___ 180J____________________ 3000X 200X 400_____________________ 36J____

| || ==================================================||

| 3No16 H 342.1021.TO 3000| |

| 13*12c/c105 | | | | | | | | | 13*16c/c105 |

| 3No16 H 58. 0.TO 2041| | | | | | | | | |

||================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| ooo | | ooo | | ooo | | ooo | | ooo | | | | || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2544. YES NO

2 342. 3 - 16MM 1089. 3000. NO YES










___ 181J____________________ 2999X 200X 400_____________________ 157J____

| |

| ================================================||

| 3No16 H|342.1089.TO 3000 |

| 13*12c/c105 | | | | |

| 3No16 H 58. 0.TO 2544 | | | | |||=============================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| ooo | | ooo | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 2 - 16MM 0. 1951. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 1 - 16MM 1021. 3000. NO YES












___ 182J____________________ 2999X 200X 400_____________________ 126J____

| || ==================================================||

| 3No16 H 342.1021.TO 3000 |

| 13*10c/c105 | | | | | | | | 13*12c/c105 |

| 2No16 H 58. 0.TO 1951| | | | | | | | |

||================================================ |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2354. YES NO

2 90. 1 - 16MM 0. 2354. YES NO




___ 183J____________________ 2999X 200X 400_____________________ 95J____

| || |

| |

| |

| 3No16 H 58. 0.TO 2354 |

||========================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 2 - 16MM 0. 1951. YES NO

2 342. 3 - 16MM 771. 3000. NO YES

3 310. 2 - 16MM 771. 3000. NO YES

















___ 184J____________________ 2999X 200X 400_____________________ 64J____

| |

| ========================================================||

| 3No16 H 342.|771.TO 3000| | || 13*12c/c105 | | | | | | | | | | 13*16c/c105 |

| 2No16 H 58. 0.TO 1951| | | | | | | | |

||================================================ |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | |

| oo | | oo | | oo | | oo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2604. YES NO2 90. 2 - 16MM 0. 2604. YES NO

3 342. 3 - 16MM 1271. 3000. NO YES

4 310. 1 - 16MM 1271. 3000. NO YES

















___ 185J____________________ 2999X 200X 400_____________________ 165J____

| |

| ===========================================||

| |3No16|H 342.1271.TO 3000 | | | || 13*10c/c105 | | | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 2604 | | | | | | | | | | | | |

||================================================================ |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO2 90. 1 - 16MM 0. 2104. YES NO









___ 186J____________________ 2999X 200X 400_____________________ 134J____

| |

| |

| |

| |

| 3No16 H 58. 0.TO 2104 |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 1 - 16MM 0. 2104. YES NO

3 342. 3 - 16MM 1021. 3000. NO YES

4 310. 3 - 16MM 1021. 3000. NO YES

















___ 187J____________________ 2999X 200X 400_____________________ 103J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000| | |

| 13*10c/c105 | | | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 2104| | | | | | | | | | |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 1 - 16MM 0. 2104. YES NO

3 342. 3 - 16MM 1021. 3000. NO YES

4 310. 3 - 16MM 1021. 3000. NO YES

















___ 188J____________________ 2999X 200X 400_____________________ 72J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000| | |

| 13*10c/c105 | | | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 2104| | | | | | | | | | |

||==================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2604. YES NO

2 90. 1 - 16MM 0. 2604. YES NO

3 342. 3 - 16MM 1271. 3000. NO YES

4 310. 1 - 16MM 1271. 3000. NO YES

















___ 189J____________________ 2999X 200X 400_____________________ 169J____

| |

| ===========================================||

| |3No16|H 342.1271.TO 3000 | | | |

| 13*10c/c105 | | | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 2604 | | | | | | | | | | | | |

||================================================================ |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 1 - 16MM 0. 2104. YES NO




___ 190J____________________ 2999X 200X 400_____________________ 138J____

| |

| |

| |

| |

| 3No16 H 58. 0.TO 2104 |

||==================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 1 - 16MM 0. 2104. YES NO




___ 191J____________________ 2999X 200X 400_____________________ 107J____

| || |

| |

| |

| 3No16 H 58. 0.TO 2104 |

||==================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2104. YES NO

2 90. 1 - 16MM 0. 2104. YES NO

3 342. 3 - 16MM 1021. 3000. NO YES

4 310. 3 - 16MM 1021. 3000. NO YES
















___ 192J____________________ 2999X 200X 400_____________________ 76J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000 | |

| 8*10c/c171 | | | | | | 8*10c/c171 || 3No16 H 58. 0.TO 2104 | | | | | | |

||==================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2524. YES NO

2 342. 3 - 16MM 1271. 3000. NO YES3 310. 1 - 16MM 1271. 3000. NO YES








Vc= 54.2 KNS, ACI 318:CLAUSE 11.6.3.1



Vc= 54.2 KNS, ACI 318:CLAUSE 11.6.3.1


___ 193J____________________ 2999X 200X 400_____________________ 160J____

| |

| ===========================================||| 3No16 H 342.1271.TO 3000 |

| |

| 3No16 H 58. 0.TO 2524 |

||============================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 1936. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 2 - 16MM 1021. 3000. NO YES

















___ 194J____________________ 2999X 200X 400_____________________ 129J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000 |

| 13*12c/c105 | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 1936| | | | | | | | |

||================================================ |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 1944. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 2 - 16MM 1021. 3000. NO YES

















___ 195J____________________ 2999X 200X 400_____________________ 98J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000 |

| 13*12c/c105 | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 1944| | | | | | | | |

||================================================ |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 1929. YES NO

2 342. 3 - 16MM 1021. 3000. NO YES

3 310. 1 - 16MM 1021. 3000. NO YES

















___ 196J____________________ 2999X 200X 400_____________________ 67J____

| |

| ==================================================||

| 3No16 H 342.1021.TO 3000 |

| 13*12c/c105 | | | | | | | | 13*12c/c105 |

| 3No16 H 58. 0.TO 1929| | | | | | | | |

||=============================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | | | |

| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 1916. YES NO

2 342. 3 - 16MM 750. 2500. NO YES

3 310. 1 - 16MM 750. 2500. NO YES

















___ 197J____________________ 2500X 200X 400_____________________ 10J____

| |

| =====================================================||

| |3No16 H|342. 750.TO|2500 | | | |

| 10*12c/c105 | | | | | | | | | | 10*16c/c105 |

| 3No16 H 58. 0.TO 1916| | | | | | | | | |

||========================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2063. YES NO

2 90. 3 - 16MM 0. 2063. YES NO

3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 198J____________________ 2500X 200X 400_____________________ 41J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 | | | |

| 7*10c/c171 | | | | | | 7*10c/c167 |

| 3No16 H 58. 0.TO 2063| | | | | | | |

||============================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2063. YES NO

2 90. 2 - 16MM 0. 2063. YES NO

3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 199J____________________ 2500X 200X 400_____________________ 72J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 | | | |

| 7*10c/c171 | | | | | | 7*10c/c167 |

| 3No16 H 58. 0.TO 2063| | | | | | | |

||============================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2063. YES NO

2 90. 2 - 16MM 0. 2063. YES NO

3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 200J____________________ 2500X 200X 400_____________________ 103J____

| |

| =====================================================||

| |3No16 H|342. 750.TO|2500 | | | | |

| 10*10c/c105 | | | | | | | | | | 10*12c/c105 |

| 3No16 H 58. 0.TO 2063| | | | | | | | | | |

||============================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 0. 2063. YES NO

2 90. 3 - 16MM 0. 2063. YES NO




___ 201J____________________ 2500X 200X 400_____________________ 134J____

| |

| |

| |

| |

| 3No16 H 58. 0.TO 2063 |

||============================================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |

| | | | | | | | | | | | | || | | | | | | | | | | | | |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 1914. YES NO

2 342. 3 - 16MM 750. 2500. NO YES

3 310. 1 - 16MM 750. 2500. NO YES












___ 202J____________________ 2500X 200X 400_____________________ 165J____

| || =====================================================||

| |3No16 H|342. 750.TO|2500 | | | |

| 10*12c/c105 | | | | | | | | | | 10*16c/c105 |

| 3No16 H 58. 0.TO 1914| | | | | | | | | |

||========================================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| ooo | | ooo | | ooo | | ooo | | ooo | | | | || | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2121. YES NO

2 342. 3 - 16MM 750. 2500. NO YES

3 310. 1 - 16MM 750. 2500. NO YES


AT START SUPPORT - Vu= 19.85 KNS Tu= 8.8 KN-METVc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1



Vc= 56.1 KNS, ACI 318:CLAUSE 11.6.3.1


___ 203J____________________ 2499X 200X 400_____________________ 5J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 |

| |

| 3No16 H 58. 0.TO 2121 |

||=============================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2271. YES NO






2 90. 3 - 16MM 0. 2271. YES NO

3 342. 3 - 16MM 750. 2500. NO YES

4 310. 2 - 16MM 750. 2500. NO YES











___ 204J____________________ 2499X 200X 400_____________________ 36J____

| || =====================================================||

| 3No16 H 342. 750.TO 2500 | | | | |

| 7*10c/c171 | | | | | | 7*10c/c171 |

| 3No16 H 58. 0.TO 2271| | | | | | | | |

||==================================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

1 58. 3 - 16MM 0. 2271. YES NO

2 90. 2 - 16MM 0. 2271. YES NO

3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 205J____________________ 2499X 200X 400_____________________ 67J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 | | | | |

| 7*10c/c171 | | | | | | 7*10c/c171 || 3No16 H 58. 0.TO 2271| | | | | | | | |

||==================================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2271. YES NO

2 90. 2 - 16MM 0. 2271. YES NO3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 206J____________________ 2499X 200X 400_____________________ 98J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 | | | | |

| 7*10c/c171 | | | | | | 7*10c/c171 || 3No16 H 58. 0.TO 2271| | | | | | | | |

||==================================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 2271. YES NO

2 90. 2 - 16MM 0. 2271. YES NO3 342. 3 - 16MM 750. 2500. NO YES

4 310. 3 - 16MM 750. 2500. NO YES
















___ 207J____________________ 2499X 200X 400_____________________ 129J____

| |

| =====================================================||

| 3No16 H 342. 750.TO 2500 | | | | |

| 7*10c/c171 | | | | | | 7*10c/c171 || 3No16 H 58. 0.TO 2271| | | | | | | | |

||==================================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |


| | | | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




_____________________________________________________________________

1 58. 3 - 16MM 0. 1899. YES NO

2 342. 3 - 16MM 541. 2500. NO YES3 310. 1 - 16MM 541. 2500. NO YES








Vc= 54.2 KNS, ACI 318:CLAUSE 11.6.3.1



Vc= 54.2 KNS, ACI 318:CLAUSE 11.6.3.1


___ 208J____________________ 2499X 200X 400_____________________ 160J____

| |

| ===========================================================||| 3No16 H 342. 541.TO 2500 |

| |

| 3No16 H 58. 0.TO 1899 |

||======================================================== |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______ _______

| | | | | | | | | | | | | |


| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |


| | | | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 0. 666. YES NO















___ 177J____________________ 2499X 200X 300_____________________ 210J____

| |

||=================== |

| 2No16 H 242.| 0.TO 666 |

| 10*10c/c121 | | |

| 2No16 H |58.| 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 0. 666. YES NO















___ 184J____________________ 2499X 200X 300_____________________ 212J____

| |

||=================== |

| 2No16 H 242.| 0.TO 666 |

| 10*10c/c121 | | |

| 2No16 H |58.| 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 0. 666. YES NO















___ 183J____________________ 2499X 200X 300_____________________ 214J____

| |

||=================== |

| 2No16 H 242.| 0.TO 666 |

| 10*10c/c121 | | |

| 2No16 H |58.| 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 0. 666. YES NO















___ 182J____________________ 2499X 200X 300_____________________ 216J____

| |

||=================== |

| 2No16 H 242.| 0.TO 666 |

| 10*10c/c121 | | |

| 2No16 H |58.| 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 0. 666. YES NO















___ 181J____________________ 2499X 200X 300_____________________ 218J____

| |

||=================== |

| 2No16 H 242.| 0.TO 666 |

| 10*10c/c121 | | |

| 2No16 H |58.| 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 3000. YES YES

2 242. 2 - 16MM 0. 708. YES NO















___ 197J____________________ 3000X 200X 300_____________________ 210J____

| |

||================ |

| 2No16 H 242.| 0.TO 708 |

| 12*10c/c121 | |

| 2No16 H |58.| 0.TO 3000 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 3000. YES YES

2 242. 2 - 16MM 0. 708. YES NO















___ 203J____________________ 3000X 200X 300_____________________ 209J____

| |

||================ |

| 2No16 H 242.| 0.TO 708 |

| 12*10c/c121 | |

| 2No16 H |58.| 0.TO 3000 |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | | | | | | | |

| 2#16 | | 2#16 | | | | | | | | |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 1521. 2500. NO YES















___ 209J____________________ 2499X 200X 300_____________________ 180J____

| |

| =============================||

| 2No16 H|242.1521.TO|2500 | |

| | | | 10*10c/c121 | |

| 2No16 H 58. 0.TO 2500 | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 317. 2500. NO YES

2 242. 2 - 16MM 0. 1083. YES NO















___ 179J____________________ 2500X 200X 300_____________________ 209J____

| |

||=============================== |

| 2No16 H 242.| 0.TO 1083| | |

| 10*10c/c121 | | | | | |

| 2No16 H |58.|317.TO 2500 |

| ==================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 242. 2 - 16MM 0. 2000. YES YES













___ 178J____________________ 1999X 200X 300_____________________ 179J____

| |

||=========================================================================||

| 2No16 H 242. 0.TO 2000 |

| |

| |

| |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2080. YES NO

2 242. 2 - 16MM 1313. 2500. NO YES















___ 210J____________________ 2500X 200X 300_____________________ 178J____

| |

| ====================================||

| 2No16 H 242.1313.TO 2500 |

| | | | | | 10*10c/c121 |

| 2No16 H 58. 0.TO 2080 | | | | | | |

||============================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | oo | | oo | | oo |

| | | | | | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2470. YES NO

2 242. 2 - 16MM 1729. 2500. NO YES















___ 211J____________________ 2499X 200X 300_____________________ 196J____

| |

| =======================||

| 2No16 H|242.1729.TO|2500 |

| | | 10*10c/c121 | |

| 2No16 H 58. 0.TO 2470 | | | | | | |

||==========================================================================|

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 359. 2500. NO YES

2 242. 2 - 16MM 0. 1083. YES NO















___ 192J____________________ 2500X 200X 300_____________________ 211J____

| |

||=============================== |

| 2No16 H 242.| 0.TO 1083| | |

| 10*10c/c121 | | | | | |

| |2No16 H| 58. 359.TO|2500 |

| =================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 242. 2 - 16MM 0. 2000. YES YES













___ 188J____________________ 1999X 200X 300_____________________ 192J____

| |

||=========================================================================||

| 2No16 H 242. 0.TO 2000 |

| |

| |

| |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2025. YES NO

2 242. 2 - 16MM 1313. 2500. NO YES















___ 212J____________________ 2500X 200X 300_____________________ 188J____

| |

| ====================================||

| 2No16 H 242.1313.TO 2500 |

| | | | | | 10*10c/c121 |

| 2No16 H 58. 0.TO 2025 | | | | | |

||============================================================ |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | oo | | oo | | oo |

| | | | | | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2475. YES NO

2 242. 2 - 16MM 1521. 2500. NO YES















___ 213J____________________ 2499X 200X 300_____________________ 195J____

| |

| =============================||

| |2No16 H|242.1521.TO|2500 | |

| | | | | 10*10c/c121 | |

| 2No16 H 58. 0.TO 2475 | | | | | | | | |

||==========================================================================|

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 353. 2500. NO YES

2 242. 2 - 16MM 0. 1083. YES NO















___ 191J____________________ 2500X 200X 300_____________________ 213J____

| |

||=============================== |

| 2No16 H 242.| 0.TO 1083| | |

| 10*10c/c121 | | | | | |

| |2No16 H| 58. 353.TO|2500 |

| =================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 242. 2 - 16MM 0. 2000. YES YES













___ 187J____________________ 1999X 200X 300_____________________ 191J____

| |

||=========================================================================||

| 2No16 H 242. 0.TO 2000 |

| |

| |

| |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1976. YES NO

2 242. 2 - 16MM 1104. 2500. NO YES















___ 214J____________________ 2500X 200X 300_____________________ 187J____

| |

| ==========================================||

| 2No16 H 242.1104.TO 2500| |

| | | | | | 10*10c/c121 |

| 2No16 H 58. 0.TO 1976 | | | | | |

||=========================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | oo | | oo | | oo |

| | | | | | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2465. YES NO

2 242. 2 - 16MM 1521. 2500. NO YES















___ 215J____________________ 2499X 200X 300_____________________ 194J____

| |

| =============================||

| |2No16 H|242.1521.TO|2500 | |

| | | | | 10*10c/c121 | |

| 2No16 H 58. 0.TO 2465 | | | | | | | | |

||========================================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 364. 2500. NO YES

2 242. 2 - 16MM 0. 1083. YES NO















___ 190J____________________ 2500X 200X 300_____________________ 215J____

| |

||=============================== |

| 2No16 H 242.| 0.TO 1083| | |

| 10*10c/c121 | | | | | |

| 2No16 H 58. 364.TO 2500 |

| ================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 242. 2 - 16MM 0. 2000. YES YES













___ 186J____________________ 1999X 200X 300_____________________ 190J____

| |

||=========================================================================||

| 2No16 H 242. 0.TO 2000 |

| |

| |

| |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2023. YES NO

2 242. 2 - 16MM 1313. 2500. NO YES















___ 216J____________________ 2500X 200X 300_____________________ 186J____

| |

| ====================================||

| 2No16 H 242.1313.TO 2500 |

| | | | | | 10*10c/c121 |

| 2No16 H 58. 0.TO 2023 | | | | | |

||============================================================ |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | oo | | oo | | oo |

| | | | | | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2500. YES YES

2 242. 2 - 16MM 1521. 2500. NO YES















___ 217J____________________ 2499X 200X 300_____________________ 193J____

| |

| =============================||

| |2No16 H|242.1521.TO|2500 | |

| | | | | 10*10c/c121 | |

| 2No16 H 58. 0.TO 2500 | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 319. 2500. NO YES

2 242. 2 - 16MM 0. 1083. YES NO















___ 189J____________________ 2500X 200X 300_____________________ 217J____

| |

||=============================== |

| 2No16 H 242.| 0.TO 1083| | |

| 10*10c/c121 | | | | | |

| 2No16 H |58.|319.TO 2500 |

| ==================================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 242. 2 - 16MM 0. 2000. YES YES













___ 185J____________________ 1999X 200X 300_____________________ 189J____

| |

||=========================================================================||

| 2No16 H 242. 0.TO 2000 |

| |

| |

| |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2081. YES NO

2 242. 2 - 16MM 1313. 2500. NO YES















___ 218J____________________ 2500X 200X 300_____________________ 185J____

| |

| ====================================||

| 2No16 H 242.1313.TO 2500 |

| | | | | | 10*10c/c121 |

| 2No16 H 58. 0.TO 2081 | | | | | | |

||============================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | oo | | oo | | oo |

| | | | | | | 2#16 | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2921. YES NO

2 242. 2 - 16MM 2167. 3000. NO YES















___ 218J____________________ 2999X 200X 300_____________________ 202J____

| |

| =====================||

| 2No16 H|242.2167.TO|3000 |

| | | 12*10c/c121 |

| 2No16 H 58. 0.TO 2921 | | | | | |

||======================================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 787. 3000. NO YES

2 242. 3 - 16MM 0. 1604. YES NO

3 210. 1 - 16MM 0. 1604. YES NO















___ 201J____________________ 3000X 200X 300_____________________ 218J____

| |

||======================================= |

||3No16=H=242.===0.TO=1604=============== |

| 1No16cHc210. 0.TO 1604| | | | |

| 2No16 H 58. 787.TO 3000 |

| ========================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1726. YES NO

2 242. 3 - 16MM 1021. 3000. NO YES

3 210. 1 - 16MM 1021. 3000. NO YES















___ 216J____________________ 2999X 200X 300_____________________ 201J____

| |

| ==================================================||

| =3No16=H=242.1021.TO=3000=========================||

| 1No16 H 210.1021.TO 3000 12*10c/c121 |

| 2No16 H 58. 0.TO 1726 |

||========================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | ooo | | ooo | | ooo | | ooo |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | | | | | |

| oo | | oo | | oo | | | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 896. 3000. NO YES

2 242. 3 - 16MM 0. 1854. YES NO

3 210. 1 - 16MM 0. 1854. YES NO















___ 200J____________________ 2999X 200X 300_____________________ 216J____

| |

||============================================= |

||3No16=H=242.===0.TO=1854===================== |

| 1No16cHc210. 0.TO 1854| | | | | | |

| |2No16 H| 58. 896.TO|3000 |

| =====================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2068. YES NO

2 242. 3 - 16MM 1271. 3000. NO YES

3 210. 1 - 16MM 1271. 3000. NO YES















___ 214J____________________ 2999X 200X 300_____________________ 200J____

| |

| ===========================================||

| =3No16=H=242.1271.TO=3000==================||

| 1No16 H 210.1271.TO 3000 12*10c/c121 |

| 2No16 H 58. 0.TO 2068 | |

||=================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 807. 3000. NO YES

2 242. 3 - 16MM 0. 1604. YES NO

3 210. 1 - 16MM 0. 1604. YES NO















___ 199J____________________ 3000X 200X 300_____________________ 214J____

| |

||======================================= |

||3No16=H=242.===0.TO=1604=============== |

| 1No16cHc210. 0.TO 1604| | | | |

| 2No16|H 58. 807.TO 3000 |

| =======================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1979. YES NO

2 242. 3 - 16MM 1021. 3000. NO YES

3 210. 1 - 16MM 1021. 3000. NO YES















___ 212J____________________ 2999X 200X 300_____________________ 199J____

| |

| ==================================================||

| =3No16=H=242.1021.TO=3000=========================||

| 1No16 H 210.1021.TO 3000| 12*10c/c121 |

| 2No16 H 58. 0.TO 1979 | |

||================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | ooo | | ooo | | ooo | | ooo |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 900. 3000. NO YES

2 242. 3 - 16MM 0. 1854. YES NO

3 210. 1 - 16MM 0. 1854. YES NO















___ 198J____________________ 3000X 200X 300_____________________ 212J____

| |

||============================================= |

||3No16=H=242.===0.TO=1854===================== |

| 1No16cHc210. 0.TO 1854| | | | | | |

| |2No16 H| 58. 900.TO|3000 |

| =====================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2088. YES NO

2 242. 3 - 16MM 1271. 3000. NO YES

3 210. 1 - 16MM 1271. 3000. NO YES















___ 210J____________________ 3000X 200X 300_____________________ 198J____

| |

| ===========================================||

| =3No16=H=242.1271.TO=3000==================||

| 1No16 H 210.1271.TO 3000 12*10c/c121 |

| 2No16 H 58. 0.TO 2088 | |

||=================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2910. YES NO

2 242. 2 - 16MM 1917. 3000. NO YES















___ 217J____________________ 2999X 200X 300_____________________ 208J____

| |

| ===========================||

| 2No16|H 242.1917.TO 3000 |

| | | | 12*10c/c121 |

| 2No16 H 58. 0.TO 2910 | | | | | | |

||======================================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | | | oo | | oo |

| | | | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| oo | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 800. 3000. NO YES

2 242. 3 - 16MM 0. 1604. YES NO

3 210. 1 - 16MM 0. 1604. YES NO















___ 207J____________________ 3000X 200X 300_____________________ 217J____

| |

||======================================= |

||3No16=H=242.===0.TO=1604=============== |

| 1No16cHc210. 0.TO 1604| | | | |

| 2No16|H 58. 800.TO 3000 |

| =======================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1993. YES NO

2 242. 3 - 16MM 1021. 3000. NO YES

3 210. 1 - 16MM 1021. 3000. NO YES















___ 215J____________________ 2999X 200X 300_____________________ 207J____

| |

| ==================================================||

| =3No16=H=242.1021.TO=3000=========================||

| 1No16 H 210.1021.TO 3000| 12*10c/c121 |

| 2No16 H 58. 0.TO 1993 | |

||================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | ooo | | ooo | | ooo | | ooo |

| | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 880. 3000. NO YES

2 242. 3 - 16MM 0. 1604. YES NO















___ 206J____________________ 2999X 200X 300_____________________ 215J____

| |

||======================================= |

| 3No16 H 242. 0.TO 1604| | | | |

| 12*10c/c121 | | | | | |

| |2No16 H| 58. 880.TO 3000 |

| =====================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1998. YES NO

2 242. 3 - 16MM 1271. 3000. NO YES

3 210. 1 - 16MM 1271. 3000. NO YES















___ 213J____________________ 2999X 200X 300_____________________ 206J____

| |

| ===========================================||

| =3No16=H=242.1271.TO=3000==================||

| 1No16 H 210.1271.TO 3000 12*10c/c121 |

| 2No16 H 58. 0.TO 1998 | |

||================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 876. 3000. NO YES

2 242. 3 - 16MM 0. 1604. YES NO















___ 205J____________________ 3000X 200X 300_____________________ 213J____

| |

||======================================= |

| 3No16 H 242. 0.TO 1604| | | | |

| 12*10c/c121 | | | | | |

| |2No16 H| 58. 876.TO 3000 |

| =====================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | | | | | |

| 3#16 | | 3#16 | | 3#16 | | | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 1988. YES NO

2 242. 3 - 16MM 1271. 3000. NO YES















___ 211J____________________ 2999X 200X 300_____________________ 205J____

| |

| ===========================================||

| 3No16 H 242.1271.TO 3000 |

| | 12*10c/c121 |

| 2No16 H 58. 0.TO 1988 | |

||================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 892. 3000. NO YES

2 242. 3 - 16MM 0. 1854. YES NO

3 210. 1 - 16MM 0. 1854. YES NO















___ 204J____________________ 3000X 200X 300_____________________ 211J____

| |

||============================================= |

||3No16=H=242.===0.TO=1854===================== |

| 1No16cHc210. 0.TO 1854| | | | | | |

| |2No16 H| 58. 892.TO|3000 |

| =====================================================||

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | ooo | | ooo | | | | |

| 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | |

| | | | | | | | | | | |

| | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| | | | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 2085. YES NO

2 242. 3 - 16MM 1271. 3000. NO YES

3 210. 1 - 16MM 1271. 3000. NO YES















___ 209J____________________ 3000X 200X 300_____________________ 204J____

| |

| ===========================================||

| =3No16=H=242.1271.TO=3000==================||

| 1No16 H 210.1271.TO 3000 12*10c/c121 |

| 2No16 H 58. 0.TO 2085 | |

||=================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| | | | | | | ooo | | ooo | | ooo |

| | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 6J____________________ 6000X 200X 400_____________________ 37J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 15J____________________ 6000X 200X 400_____________________ 46J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 12J____________________ 6000X 200X 400_____________________ 43J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 130J____________________ 6000X 200X 400_____________________ 161J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 99J____________________ 5999X 200X 400_____________________ 130J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 68J____________________ 6000X 200X 400_____________________ 99J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 813. 4937. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 37J____________________ 6000X 200X 400_____________________ 68J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 813.TO 4937 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 139J____________________ 6000X 200X 400_____________________ 170J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 108J____________________ 5999X 200X 400_____________________ 139J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 77J____________________ 6000X 200X 400_____________________ 108J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 46J____________________ 6000X 200X 400_____________________ 77J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 136J____________________ 6000X 200X 400_____________________ 167J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 105J____________________ 5999X 200X 400_____________________ 136J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 74J____________________ 6000X 200X 400_____________________ 105J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 757. 4993. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 3 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 3 - 16MM 4146. 6000. NO YES
















___ 43J____________________ 6000X 200X 400_____________________ 74J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 3No16 H| 58. 757.TO 4993 | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 3 - 16MM 760. 4990. NO NO

2 242. 3 - 16MM 0. 1604. YES NO

3 242. 3 - 16MM 4146. 6000. NO YES

















___ 220J____________________ 6000X 200X 300_____________________ 223J____

| |

||=================== =======================||

| 3No16 H 242.| |0.TO 1604 3No16|H|242.4146.TO 6000 |

| 24*10c/c121 | | | | | | | | |24*10c/c121 |

| 3No16 H |58. 760.TO 4990 | | | | | | |

| ======================================================= |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | |

| | | ooo | | ooo | | ooo | | ooo | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 664. 3649. NO NO

2 342. 2 - 16MM 0. 1345. YES NO

3 342. 2 - 16MM 2967. 4500. NO YES

















___ 219J____________________ 4500X 200X 400_____________________ 63J____

| |

||===================== =========================||

| 2No16 H 342.| 0.TO 1345 |2No16|H 342.2967.TO 4500 |

| 13*10c/c171 | | | | | | | 13*10c/c171 |

| |2No16|H |58. 664.TO 3649 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo |

| 2#16 | | 2#16 | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 664. 3649. NO NO

2 342. 2 - 16MM 0. 1345. YES NO

3 342. 2 - 16MM 2967. 4500. NO YES

















___ 222J____________________ 4500X 200X 400_____________________ 94J____

| |

||===================== =========================||

| 2No16 H 342.| 0.TO 1345 |2No16|H 342.2967.TO 4500 |

| 13*10c/c171 | | | | | | | 13*10c/c171 |

| |2No16|H |58. 664.TO 3649 | | | | |

| =================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| oo | | oo | | | | | | oo | | oo |

| 2#16 | | 2#16 | | | | | | 2#16 | | 2#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 829. 4921. NO NO

2 342. 3 - 16MM 0. 1604. YES NO

3 310. 1 - 16MM 0. 1604. YES NO

4 342. 3 - 16MM 4146. 6000. NO YES

5 310. 1 - 16MM 4146. 6000. NO YES
















___ 219J____________________ 6000X 200X 400_____________________ 222J____

| |

||=================== =======================||

| 3No16 H 342.| 0.TO 1604 3No16|H 342.4146.TO 6000 |

| 17*10c/c171 | | | | | | 17*10c/c171 |

| 2No16 H 58. 829.TO 4921 | | | | |

| ===================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| ooo | | ooo | | | | | | ooo | | ooo |

| 3#16 | | 3#16 | | | | | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | |

| | | oo | | oo | | oo | | oo | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 3220. YES NO

2 242. 2 - 16MM 0. 833. YES NO

3 242. 3 - 16MM 2208. 4500. NO YES

4 210. 1 - 16MM 2208. 4500. NO YES

















___ 220J____________________ 4500X 200X 300_____________________ 64J____

| |

||============= ======================================||

| 2No16 H 242.| 0.TO 833 =3No16=H=242.2208.TO=4500=============||

| 27*10c/c 80 | 1No16 H 210.2208.TO 45007*10c/c 80 |

| 2No16 H |58.| 0.TO 3220 | | | | | | | | | |

||===================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | | | | | ooo | | ooo | | ooo |

| 2#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 58. 2 - 16MM 0. 3220. YES NO

2 242. 2 - 16MM 0. 833. YES NO

3 242. 3 - 16MM 2208. 4500. NO YES

4 210. 1 - 16MM 2208. 4500. NO YES

















___ 223J____________________ 4500X 200X 300_____________________ 95J____

| |

||============= ======================================||

| 2No16 H 242.| 0.TO 833 =3No16=H=242.2208.TO=4500=============||

| 27*10c/c 80 | 1No16 H 210.2208.TO 45007*10c/c 80 |

| 2No16 H |58.| 0.TO 3220 | | | | | | | | | |

||===================================================== |

| |

|___________________________________________________________________________|_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | | | | | ooo | | ooo | | ooo |

| 2#16 | | | | | | 3#16 | | 3#16 | | 3#16 |

| | | | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | |

| oo | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 526. 4724. NO NO

2 244. 2 - 12MM 0. 843. YES NO

3 244. 2 - 12MM 4407. 6000. NO YES

4 220. 1 - 12MM 4407. 6000. NO YES
















___ 137J____________________ 6000X 150X 300_____________________ 168J____

| |

||========= ====================||

| 2No12 H 244. 0.TO 843 2No12=H=244.4407.TO=6000||

| 24*10c/c122 1No12|H|220.4407.TO26000 |

| |2No12 H 56. 526.TO 4724 | | |

| ====================================================== |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| oo | | | | | | | | oo | | oo |

| 2#12 | | | | | | | | 2#12 | | 2#12 |

| | | | | | | | | | | |

| | | 2#12 | | 2#12 | | 2#12 | | | | |

| | | oo | | oo | | oo | | | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 1667. YES YES

2 80. 2 - 12MM 0. 1667. YES YES













___ 224J____________________ 1666X 150X 300_____________________ 225J____

| |

| |

| |

| 2No12 H 80. 0.TO 1667 |

||2No12=H==56.===0.TO=1667=================================================||

||=========================================================================||

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================




(MM) (MM) (MM) STA END_____________________________________________________________________

1 56. 2 - 12MM 0. 899. YES NO

2 80. 1 - 12MM 0. 899. YES NO




___ 225J____________________ 1666X 150X 300_____________________ 128J____

| |

| |

| |

| 1No12 H 80. 0.TO 899 |

||2No12=H==56.===0.TO==899=============== |

||======================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| | | | | | | | | | | || | | | | | | | | | | |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | | | | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 1667. YES YES

2 80. 2 - 12MM 0. 1667. YES YES



Tu= 0.02 KN-MET Tc= 0.5 KN-MET Ts= 0.0 KN-MET LOAD 5STIRRUPS ARE NOT REQUIRED.




___ 226J____________________ 1666X 150X 300_____________________ 227J____

| |

| |

| |

| 2No12 H 80. 0.TO 1667 |

||2No12=H==56.===0.TO=1667=================================================||

||=========================================================================||

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|






=====================================================================




_____________________________________________________________________

1 56. 2 - 12MM 0. 899. YES NO

2 80. 2 - 12MM 0. 899. YES NO




___ 227J____________________ 1666X 150X 300_____________________ 159J____

| || |

| |

| 2No12 H 80. 0.TO 899 |

||2No12=H==56.===0.TO==899=============== |

||======================================= |

| |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | | | |

| oo | | oo | | oo | | | | | | |

| | | | | | | | | | | ||_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

***MEMBER FAILS IN MAX REINFORCEMENT.

INCREASE MEMBER SIZE.

MAX POS MOMENT = 57.08 KN-MET, LOADING 5






1 244. 2 - 12MM 0. 343. YES NO

2 244. 2 - 12MM 5407. 6000. NO YES

___ 224J____________________ 6000X 150X 300_____________________ 226J____

| |

||=== =======||

| 2No12 H 244. 0.TO 343 2No12 H 244.5407.TO 6000 |

| |

| |

| || |

|___________________________________________________________________________|

_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| oo | | | | | | | | | | oo |

| 2#12 | | | | | | | | | | 2#12 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

=====================================================================





_____________________________________________________________________

***MEMBER FAILS IN MAX REINFORCEMENT.

INCREASE MEMBER SIZE.

MAX POS MOMENT = 57.10 KN-MET, LOADING 5

1 244. 2 - 12MM 0. 343. YES NO

2 244. 2 - 12MM 5407. 6000. NO YES






___ 225J____________________ 6000X 150X 300_____________________ 227J____

| |

||=== =======||

| 2No12 H 244. 0.TO 343 2No12 H 244.5407.TO 6000 |

| |

| |

| |

| |

|___________________________________________________________________________|_______ _______ _______ _______ _______ _______

| | | | | | | | | | | |

| oo | | | | | | | | | | oo |

| 2#12 | | | | | | | | | | 2#12 |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

| | | | | | | | | | | |

|_______| |_______| |_______| |_______| |_______| |_______|

********************END OF BEAM DESIGN**************************

360. DESIGN COLUMN 1 2 4 5 8 TO 11 19 20 22 23 34 35 37 38 42 43 45 46 56 57 60 -

361. 62 83 84 86 87 91 92 94 95 105 106 109 111 132 133 135 136 140 141 143 144 -

362. 154 155 158 160 181 182 184 185 189 190 192 193 203 204 207 209 230 231 233 -

363. 234 238 239 241 242 252 253 256 258 459 461






====================================================================

COLUMN NO. 1 DESIGN PER ACI 318-05 - AXIAL + BENDING

FY - 392.3 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1215.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 10 SPACING 256.00 MM

====================================================================


FY - 392.3 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIEDAREA OF STEEL REQUIRED = 1719.0 SQ. MM


----------------------------------------------------------

12 - 16 MM 2.681 5 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650








====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650



====================================================================




----------------------------------------------------------

12 - 16 MM 2.681 7 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650








====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================




----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650



====================================================================



ONLY MINIMUM STEEL IS REQUIRED.



----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650








====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650



====================================================================


*** NO PROPER BAR ARRANGEMENT IS POSSIBLE.


====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 END 0.650



====================================================================











----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)


====================================================================











----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------



====================================================================











----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650



====================================================================





----------------------------------------------------------






8 - 16 MM 1.787 7 STA 0.650



====================================================================




====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 END 0.650



====================================================================











----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================










----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)TIE BAR NUMBER 10 SPACING 256.00 MM

====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)


====================================================================









====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 END 0.650



====================================================================


FY - 392.3 FC - 24.5 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIEDONLY MINIMUM STEEL IS REQUIRED.



----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650








====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 END 0.650



====================================================================




----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 7 STA 0.650








====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 END 0.650



====================================================================




----------------------------------------------------------

8 - 16 MM 1.787 5 STA 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650








====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

12 - 16 MM 2.681 5 STA 0.650








====================================================================




====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650



====================================================================




====================================================================




====================================================================










----------------------------------------------------------

12 - 16 MM 2.681 5 END 0.650



====================================================================






----------------------------------------------------------



====================================================================






----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================











----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================






----------------------------------------------------------



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 7 STA 0.650



====================================================================










----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



====================================================================





----------------------------------------------------------

8 - 16 MM 1.787 5 END 0.650



********************END OF COLUMN DESIGN RESULTS********************

364. END CONCRETE DESIGN

365. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= DEC 23,2014 TIME= 19:50:18 ****






************************************************************

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* *

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