desain pondasi dangkal main house tahan gempa.pdf
TRANSCRIPT
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P
DESAIN PONDASI DANGKAL
MAIN HOUSE TAHAN GEMPADENGAN BANTUAN PROGRAM AFES
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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.
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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.
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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
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FOUNDATION CALCULATION SHEET
One-Stop Solution for Foundation
TITLE DESCRIPTION
PROJECT/JOB NO. DP ENGINEER (1)
PROJECT/JOB NAME PLTU
CLIENT NAME -
SITE NAME -
DOCUMENT NO.
REFERENCE NO.
STRUCTURE NAME MAIN HOUSE REV 0
LOAD COMBINATION GROUP NAME
REV DATE DESCRIPTION PREP'D CHK'D APPR'D APPR'D
Copyright (c) GS E&C. All Rights Reserved
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Page 1
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
FOUNDATION LISTS
Group Name No. Description No. Description
Staad_Job 1 F37
FC1
2 F11 3 F12
4 F13 5 F14
6 F15 7 F16
8 F18 9 F19
10 F20 11 F21
12 F22 13 F23
FC2
14 F1 15 F2
16 F3 17 F4
18 F5 19 F6
20 F30 21 F34
22 F35
FC3 23 F31 24 F32
FC425 F7 26 F8
27 F9 28 F10
FC5
29 F17 30 F24
31 F25 32 F26
33 F27 34 F28
35 F29
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 2
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
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
3.5 LOAD COMBINATION
4. CHECK OF STABILITY 4.1 CHECK OF SLIDING
4.2 CHECK OF OVERTURNING MOMENT
4.3 CHECK OF CONTACT PRESSURE
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
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 3
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
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)
- Soil Capacity
Items Value
Soil Name pondasi dangkal main house
Footing ListF37, F11, F12, F13, F14, F15, F16, F18, F19, F20, F21, F22, F23, F1,F2, F3, F4, F5, F6, F30, F34, F35, F31, F32, F7, F8, F9, F10, F17, F24,F25, F26, F27, F28, F29
Qa (Soil Bearing Capacity)
Buoyancy Not Consider
WL (Water Label from the EL = 0) 0 mm
FD (Frost Depth from the EL = 0) 0 mm
Internal Friction Angle
Passive Soil Pressure Not Consider
Cu (Undrained cohesion)
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 %
Safety factor against overturning for OVM1(FO1) 2
Safety factor against overturning for OVM2(FO2) 2
Safety factor against overturning for OVM3(FO3) 2
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
Reinforcement (10M ~ 16M , yield strength)
Reinforcement (19M ~ , yield strength)
250.000 kgf/cm2
150.000 kgf/cm2
2400.000 kgf/cm2
3900.000 kgf/cm2
1.800 ton/m3
2.400 ton/m3
2.000 106 kgf/cm
2
200000.000 kgf/cm2
Clay , 0 tonf/m2
42.9 tonf/m2
0
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Page 4
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
Safety factor against overturning for OVM4(FO4) 2
Safety factor against sliding for the SL1(FS1) 2
Safety factor against sliding for the SL2(FS2) 2
Safety factor against sliding for the SL3(FS3) 2
Safety factor against sliding for the SL4(FS4) 2
35
1.4 LOAD COMBINATION
1.4.1 Group - Staad_Job
Footing List = F37
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
18 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlz
19.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
20.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
22.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
361.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
1.4.2 Group - FC1
Footing List = F11, F12, F13, F14, F15, F16, F18, F19, F20, F21, F22, F23
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
Friction factor (m )
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Page 5
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
18 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlz
19.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
20.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
22.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
361.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
1.4.3 Group - FC2
Footing List = F1, F2, F3, F4, F5, F6, F30, F34, F35
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
18 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlz
19.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
20.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
22.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 6
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
36 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
1.4.4 Group - FC3
Footing List = F31, F32
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
18 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlz
19.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
20.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
22.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 7
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
361.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
1.4.5 Group - FC4 Footing List = F7, F8, F9, F10
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
18 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlz
19.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
20.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
22.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
361.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
1.4.6 Group - FC5
Footing List = F17, F24, F25, F26, F27, F28, F29
Comb . ID Load Combination for stability
15 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.0 Loadtype Live Title Ll
16 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll
17 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Tit le Wlx
21.75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 LoadtypeSeismic Title Slz
23 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 1
24 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 2
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 8
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
25 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 3
26 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 4
27 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 5
28 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 6
29 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 7
30 .75 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype None Title Crane Load 8
Comb . ID Load Combination for Reinforcement
31 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll
32 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 1
33 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.3 Loadtype None Title Crane Load 2
34 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 1
35 1.4 Loadtype Dead Title Dl + 1.7 Loadtype Live Title Ll + 1.7 Loadtype None Title Crane Load 4
36 1.1 Loadtype Dead Title Dl + 1.3 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Slx + .3 Loadtype Seismic TitleSlz
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
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Page 9
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2. DRAWING
2.1 LOCATION PLAN
2.2 DETAIL SKETCH
11/26/2014
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION LOCATION PL
MAIN HOUSE REV 0
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
F1
1
F2
2
F3
3
F4
4
F5
5
F6
6
F25274
F7
40
F8
41
F26276
F34
418
F35
462
F9
49
F10
50
F27282
F30
308
F31
310
F32
312
F37
322463
F11
101
F12
102
F13
103
F14
104
F15
105
F16
106
F17107
F18
198
F19
199
F20
200
F21
201
F22
202
F23
203
F24204
F28286
F29288
A01
6000
A02
6000
A03
1250
A04
4750
A05
7000
A06
5000
A07
07
4000
06
6000
05
7000
04
6000
03
5000
02
7000
01
Z X
Y
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2.2 DETAIL SKETCH
OUTPUT UNIT
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F37
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
322463
LC FOOTING
LC
FOOTING
1250
2500
1250
1250x
2
5000
2500
FOUNDATION PLAN
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F37
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
LC FOOTING
19M@150
19M@150
70
TYP
.
19M@150
19M@150
TOP BOTTOM
REINFORCEMENT PLAN
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OUTPUT UNIT
322463
600
CRUSHED STONE 100 THK
LEAN CONC. 50 THK
463 322
1800
ELEVATION S1 - X
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F37 ItemNo.
322
70
TYP.
13M
18-19M
900
500
137.5
625
137.5
625
30GR
.
2000
75
100
13M
@150
75
19M
75P
R.
463
70
TYP.
13M
16-19M
900
330
137.5
625
137.5
625
30GR
.
2000
75
100
13M
@150
75
19M
75P
R.
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2.2 DETAIL SKETCH
OUTPUT UNIT
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* ANCHOR BOLT
1X4-M12 ANC. BOLTS (TYPE TYPE L)
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F11 ~ F23
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
1250
1250
2500
2500
19M@150
1
9M@150
19M@150
1
9M@150
70
TYP
.TOP BOTTOM
LC FOOTING
FOUNDATION PLAN(12 EA)
FOOTING REINF. PLAN
CRUSHED STONE 100 THK
LEAN CONC. 50 THK
30GR
.
2000
1800
600
OG EL. + 200
70
80
75
100
13M
@150
75
19M
75PROJ
.
SECTION
70
TYP.
13M
18-19M
1000
500
187.5
625
187.5
625
PEDESTAL
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2.2 DETAIL SKETCH
OUTPUT UNIT
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* ANCHOR BOLT
1X4-M12 ANC. BOLTS (TYPE TYPE L)
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F1 ~ F35
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
1250
1250
2500
2500
19M@150
1
9M@150
19M@150
1
9M@150
70
TYP
.TOP BOTTOM
LC FOOTING
FOUNDATION PLAN(9 EA)
FOOTING REINF. PLAN
CRUSHED STONE 100 THK
LEAN CONC. 50 THK
30GR
.
2000
1800
600
OG EL. + 200
70
80
75
100
13M
@150
75
19M
75PROJ
.
SECTION
70
TYP.
13M
16-19M
900
330
137.5
625
137.5
625
PEDESTAL
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2.2 DETAIL SKETCH
OUTPUT UNIT
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-
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2.2 DETAIL SKETCH
OUTPUT UNIT
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* ANCHOR BOLT
1X4-M12 ANC. BOLTS (TYPE TYPE L)
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F7 ~ F10
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
1250
1250
2500
2500
19M@150
1
9M@150
19M@150
1
9M@150
70
TYP
.TOP BOTTOM
LC FOOTING
FOUNDATION PLAN(4 EA)
FOOTING REINF. PLAN
CRUSHED STONE 100 THK
LEAN CONC. 50 THK
30GR
.
2000
1800
600
OG EL. + 200
70
80
75
100
13M
@150
75
19M
75PROJ
.
SECTION
70
TYP.
13M
12-19M
400
700
625
37
.5
625
37
.5
PEDESTAL
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2.2 DETAIL SKETCH
OUTPUT UNIT
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REFERENCE DWGS
NO. DWG NO. DWG TITLE
N O T E S
* ANCHOR BOLT
1X4-M12 ANC. BOLTS (TYPE TYPE L)
* OUTPUT UNIT : mm
PLTU PROJECT
FOUNDATION DETAIL FO
F17 ~ F29
SQUADCHECK
PRO CE SS PIPIN G V ES SE LS S TR UC T. E LE C.
SCALE
AS SHOWN
JOB NO.
DP ENGINEER (1)
MICROFIL
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
750
750
1500
1500
16M@200
1
6M@200
16M@200
1
6M@200
70
TYP
.TOP BOTTOM
LC FOOTING
FOUNDATION PLAN(7 EA)
FOOTING REINF. PLAN
CRUSHED STONE 100 THK
LEAN CONC. 50 THK
30GR
.
1500
1300
500
OG EL. + 200
70
80
75
100
13M
@150
75
19M
75PROJ
.
SECTION
70
TYP.
13M
12-19M
600
300
625
625
PEDESTAL
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Page 26
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
3. FOUNDATION DATA
3.1 FOOTING DATA
322463
5000
2
500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F37
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 18.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 38.079 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 56.079 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mm
Ft. Name F11
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
MAT
12.500 m2
7.500 m3
21.155 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 27
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F12
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F13
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 28
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F14
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F15
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 29
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F16
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F18
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 30
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F19
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F20
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 31
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F21
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F22
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.350 m3
-
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Page 32
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F23
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.630 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.630 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F1
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.350 m3
ISO
6.250 m2
3.750 m3
10.715 m3
-
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38/363
Page 33
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F2
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F3
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.715 m3
ISO
6.250 m2
3.750 m3
10.715 m3
-
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Page 34
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F4
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F5
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.715 m3
ISO
6.250 m2
3.750 m3
10.715 m3
-
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40/363
Page 35
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F6
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F30
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.715 m3
ISO
6.250 m2
3.750 m3
10.715 m3
-
7/26/2019 DESAIN PONDASI DANGKAL MAIN HOUSE TAHAN GEMPA.pdf
41/363
Page 36
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F34
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F35
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.287 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.287 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.715 m3
ISO
6.250 m2
3.750 m3
10.715 m3
-
7/26/2019 DESAIN PONDASI DANGKAL MAIN HOUSE TAHAN GEMPA.pdf
42/363
Page 37
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F31
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.792 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.792 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F32
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 18.792 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 27.792 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.440 m3
ISO
6.250 m2
3.750 m3
10.440 m3
-
7/26/2019 DESAIN PONDASI DANGKAL MAIN HOUSE TAHAN GEMPA.pdf
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Page 38
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F7
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.343 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.343 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F8
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.343 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.343 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.746 m3
ISO
6.250 m2
3.750 m3
10.746 m3
-
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Page 39
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F9
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.343 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.343 tonf
2500
2500
The Origin coordinate
The Center of gravity (0,0) mm 600
2000
1800
Unit : mmFt. Name F10
Ft. Type
Area
Ft. Thickness 600.00 mm
Ft. Volume
Ft. Weight 9.000 tonf
Soil Height 1800.00 mm
Soil Volume
Soil Weight 19.343 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 28.343 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
6.250 m2
3.750 m3
10.746 m3
ISO
6.250 m2
3.750 m3
10.746 m3
-
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Page 40
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F17
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F24
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
2.250 m2
1.125 m3
2.691 m3
ISO
2.250 m2
1.125 m3
2.691 m3
-
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Page 41
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F25
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F26
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
2.250 m2
1.125 m3
2.691 m3
ISO
2.250 m2
1.125 m3
2.691 m3
-
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Page 42
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F27
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F28
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
2.250 m2
1.125 m3
2.691 m3
ISO
2.250 m2
1.125 m3
2.691 m3
-
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Page 43
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
The Origin coordinate
The Center of gravity (0,0) mm 500
1500
1300
Unit : mmFt. Name F29
Ft. Type
Area
Ft. Thickness 500.00 mm
Ft. Volume
Ft. Weight 2.700 tonf
Soil Height 1300.00 mm
Soil Volume
Soil Weight 4.844 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 7.544 tonf
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 DiameterArea 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
F37322 Rectangle 900.000 500.000 2000.000 2.160 1250.000 0.000
463 Rectangle 900.000 330.000 2000.000 1.426 -1250.000 0.000
F11 101 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F12 102 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F13 103 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F14 104 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F15 105 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F16 106 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F18 198 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F19 199 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F20 200 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F21 201 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F22 202 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F23 203 Rectangle 1000.000 500.000 2000.000 2.400 0.000 0.000
F1 1 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F2 2 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F3 3 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F4 4 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
ISO
2.250 m2
1.125 m3
2.691 m3
0.450
0.297
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.500
0.297
0.297
0.297
0.297
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Page 44
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
F5 5 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F6 6 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F30 308 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F34 418 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F35 462 Rectangle 900.000 330.000 2000.000 1.426 0.000 0.000
F31 310 Rectangle 900.000 500.000 2000.000 2.160 0.000 0.000
F32 312 Rectangle 900.000 500.000 2000.000 2.160 0.000 0.000
F7 40 Rectangle 400.000 700.000 2000.000 1.344 0.000 0.000
F8 41 Rectangle 400.000 700.000 2000.000 1.344 0.000 0.000
F9 49 Rectangle 400.000 700.000 2000.000 1.344 0.000 0.000
F10 50 Rectangle 400.000 700.000 2000.000 1.344 0.000 0.000
F17 107 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F24 204 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F25 274 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F26 276 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F27 282 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F28 286 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
F29 288 Rectangle 600.000 300.000 1500.000 0.648 0.000 0.000
3.3 SECTION DATA
5000
2500
Unit : mm
Ft.Name / Sec.Name F37 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F11 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
0.297
0.297
0.297
0.297
0.297
0.450
0.450
0.280
0.280
0.280
0.280
0.180
0.180
0.180
0.180
0.180
0.180
0.180
12.500 m2
7.500 m3
18.000 tonf
21.155 m3
38.079 tonf
3.586 tonf 59.665 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
-
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Page 45
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F12 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F13 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F14 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F15 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
-
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Page 46
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F16 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F18 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F19 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F20 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
-
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Page 47
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F21 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F22 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F23 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
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
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.350 m3
18.630 tonf
2.400 tonf 30.030 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
-
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Page 48
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F2 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F3 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F4 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F5 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
-
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Page 49
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F6 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F30 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F34 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F35 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
6.250 m2
3.750 m3
9.000 tonf
10.715 m3
19.287 tonf
1.426 tonf 29.713 tonf
-
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Page 50
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F31 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F32 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F7 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F8 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.440 m3
18.792 tonf
2.160 tonf 29.952 tonf
6.250 m2
3.750 m3
9.000 tonf
10.440 m3
18.792 tonf
2.160 tonf 29.952 tonf
6.250 m2
3.750 m3
9.000 tonf
10.746 m3
19.343 tonf
1.344 tonf 29.687 tonf
6.250 m2
3.750 m3
9.000 tonf
10.746 m3
19.343 tonf
1.344 tonf 29.687 tonf
-
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Page 51
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
2500
2500
Unit : mm
Ft.Name / Sec.Name F9 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
2500
2500
Unit : mm
Ft.Name / Sec.Name F10 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
1500
1500
Unit : mm
Ft.Name / Sec.Name F17 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
1500
1500
Unit : mm
Ft.Name / Sec.Name F24 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
6.250 m2
3.750 m3
9.000 tonf
10.746 m3
19.343 tonf
1.344 tonf 29.687 tonf
6.250 m2
3.750 m3
9.000 tonf
10.746 m3
19.343 tonf
1.344 tonf 29.687 tonf
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
-
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Page 52
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
Unit : mm
Ft.Name / Sec.Name F25 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
1500
1500
Unit : mm
Ft.Name / Sec.Name F26 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
1500
1500
Unit : mm
Ft.Name / Sec.Name F27 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
1500
1500
Unit : mm
Ft.Name / Sec.Name F28 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
-
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Page 53
Calculation Sheet
of
Foundation
Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
1500
1500
Unit : mm
Ft.Name / Sec.Name F29 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total 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 SW2 Loadtype Dead Title Dl
3 Loadtype Live Title Ll
4 Loadtype Wind Title Wlx
5 Loadtype Wind Title Wlz
6 Loadtype Seismic Title Slx
7 Loadtype Seismic Title Slz
8 Loadtype None Title Crane Load 1
9 Loadtype None Title Crane Load 2
10 Loadtype None Title Crane Load 3
11 Loadtype None Title Crane Load 4
12 Loadtype None Title Crane Load 5
13 Loadtype None Title Crane Load 6
14 Loadtype None Title Crane Load 7
15 Loadtype None Title Crane Load 8
Unit( tonf , tonf-m )
Ft.Name Pr.Name Load Case Fx Fy Fz Mx My
F37 322
1 0.000 0.000 -2.160 0.000 0.000
2 -0.736 0.262 -4.679 0.000 -0.051
3 -1.153 0.448 -6.319 0.000 0.131
11/26/2014
Copyright (c) GS E&C. All Rights Reserved
2.250 m2
1.125 m3
2.700 tonf
2.691 m3
4.844 tonf
0.648 tonf 8.192 tonf
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Client : -
4 1.912 0.005 1.017 0.000 4.158
5 -0.021 0.164 -0.069 0.000 -0.036
6 -4.438 0.295 -2.379 0.000 9.586
7 -4.080 1.788 -2.485 0.000 8.964
8 0.272 0.003 0.135 0.000 0.611
9 -0.392 -0.002 -0.230 0.000 -0.822
10 -0.048 -0.012 -0.046 0.000 -0.069
11 -0.071 0.013 -0.048 0.000 -0.142
12 2.596 0.007 1.386 0.000 5.700
13 -3.092 -0.011 -1.765 0.000 -6.605
14 -0.236 -0.015 -0.188 0.000 -0.416
15 -0.260 0.011 -0.190 0.000 -0.489
463
1 0.000 0.000 -1.426 0.000 0.000
2 -0.235 -0.009 -6.894 0.000 -0.600
3 -0.378 -0.016 -10.646 0.000 -0.907
4 0.660 0.000 0.318 0.000 2.444
5 -0.015 0.078 2.261 0.000 -0.048
6 -1.586 0.025 -1.110 0.000 5.783
7 -1.509 0.163 -3.174 0.000 5.563
8 0.094 0.001 0.077 0.000 0.347
9 -0.140 -0.003 -0.135 0.000 -0.503
10 -0.017 -0.004 -0.135 0.000 -0.057
11 -0.029 0.003 0.077 0.000 -0.099
12 1.020 0.000 0.673 0.000 3.740
13 -1.162 0.000 -0.573 0.000 -4.301
14 -0.065 -0.004 -0.056 0.000 -0.259
15 -0.077 0.004 0.156 0.000 -0.302
Footing SW 0.000 0.000 -56.079 0.000 0.000
F11101
1 0.000 0.000 -2.400 0.000 0.000
2 -0.369 1.206 -22.721 0.000 0.015
3 -0.664 2.075 -32.669 0.000 -0.022
4 1.643 -0.087 2.124 0.000 1.878
5 0.143 1.456 -4.264 0.000 0.243
6 -3.112 4.119 -15.468 0.000 3.767
7 -2.957 15.285 -59.820 0.000 3.498
8 4.073 0.138 -3.838 0.000 4.576
9 -4.580 0.061 -12.260 0.000 -5.259
10 -0.345 -0.377 -6.188 0.000 -0.461
11 -0.162 0.577 -9.911 0.000 -0.222
12 1.722 0.022 1.624 0.000 2.011
13 -1.589 0.399 -4.638 0.000 -1.855
14 -0.025 -0.266 0.354 0.000 -0.041
15 0.158 0.687 -3.368 0.000 0.197
Footing SW 0.000 0.000 -27.630 0.000 0.000
F12 102
1 0.000 0.000 -2.400 0.000 0.000
2 0.219 -0.780 -39.908 0.000 0.450
3 0.320 -1.102 -68.395 0.000 0.902
4 1.054 0.026 1.580 0.000 3.882
5 0.034 1.285 3.551 0.000 -0.008
6 -2.440 4.387 -18.936 0.000 8.893
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
7 -1.954 15.605 -51.506 0.000 8.189
8 0.160 -0.055 -1.047 0.000 0.580
9 -0.198 -0.416 -3.215 0.000 -0.756
10 -0.014 -0.735 -3.948 0.000 -0.054
11 -0.024 0.264 -0.313 0.000 -0.122
12 1.200 -0.073 -3.869 0.000 5.182
13 -1.385 -0.127 -10.862 0.000 -5.961
14 -0.088 -0.600 -9.183 0.000 -0.356
15 -0.098 0.399 -5.548 0.000 -0.423
Footing SW 0.000 0.000 -27.630 0.000 0.000
F13103
1 0.000 0.000 -2.400 0.000 0.000
2 0.830 0.001 -59.308 0.000 0.952
3 1.199 0.002 -112.121 0.000 0.966
4 2.539 -0.002 3.838 0.000 6.909
5 -0.137 0.029 -0.452 0.000 -0.337
6 -11.490 0.072 -15.400 0.000 31.370
7 -9.453 0.305 -19.912 0.000 25.797
8 0.025 0.002 -0.292 0.000 0.074
9 -0.049 -0.001 -0.445 0.000 -0.139
10 0.054 -0.006 -0.055 0.000 0.148
11 -0.078 0.007 -0.682 0.000 -0.213
12 1.174 -0.004 1.561 0.000 3.262
13 -1.012 -0.004 -1.317 0.000 -2.797
14 0.147 -0.011 0.435 0.000 0.413
15 0.015 0.003 -0.191 0.000 0.052
Footing SW 0.000 0.000 -27.630 0.000 0.000
F14104
1 0.000 0.000 -2.400 0.000 0.000
2 0.651 -0.086 -57.654 0.000 1.198
3 0.809 -0.151 -103.720 0.000 1.528
4 2.409 -0.001 4.137 0.000 6.979
5 0.110 0.036 0.761 0.000 0.306
6 -14.561 0.103 -25.251 0.000 42.512
7 -6.345 0.394 -11.913 0.000 18.667
8 0.006 0.003 0.397 0.000 0.016
9 -0.007 0.000 0.350 0.000 -0.017
10 -0.051 -0.009 -0.081 0.000 -0.150
11 0.050 0.011 0.829 0.000 0.149
12 0.069 -0.002 0.070 0.000 0.202
13 -0.054 -0.001 -0.609 0.000 -0.160
14 -0.043 -0.012 -0.725 0.000 -0.128
15 0.058 0.009 0.185 0.000 0.170
Footing SW 0.000 0.000 -27.630 0.000 0.000
F15 105
1 0.000 0.000 -2.400 0.000 0.000
2 1.291 0.681 -47.725 0.000 1.275
3 2.265 1.000 -88.593 0.000 2.311
4 1.192 -0.059 3.104 0.000 4.795
5 0.073 1.368 -2.958 0.000 0.260
6 -4.633 4.455 -13.693 0.000 19.579
7 -2.301 16.373 -48.572 0.000 9.166
8 0.000 0.083 -0.513 0.000 0.001
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
9 0.003 -0.061 -0.172 0.000 0.011
10 0.005 -0.502 1.077 0.000 0.015
11 -0.002 0.524 -1.763 0.000 -0.004
12 -0.002 -0.088 0.432 0.000 -0.003
13 -0.001 0.020 0.257 0.000 -0.007
14 0.002 -0.547 1.765 0.000 0.004
15 -0.005 0.480 -1.076 0.000 -0.015
Footing SW 0.000 0.000 -27.630 0.000 0.000
F16106
1 0.000 0.000 -2.400 0.000 0.000
2 0.507 -1.441 -30.257 0.000 -0.089
3 0.679 -2.624 -42.529 0.000 -0.252
4 1.756 0.062 1.034 0.000 1.261
5 -0.331 1.347 3.756 0.000 -0.239
6 -4.982 4.773 -16.098 0.000 3.666
7 -3.570 16.211 -45.384 0.000 2.987
8 -0.010 0.083 0.518 0.000 -0.010
9 0.021 -0.060 0.171 0.000 0.017
10 0.087 -0.498 -1.109 0.000 0.068
11 -0.075 0.520 1.798 0.000 -0.061
12 0.009 -0.088 -0.424 0.000 0.004
13 -0.019 0.018 -0.309 0.000 -0.012
14 0.076 -0.544 -1.820 0.000 0.061
15 -0.086 0.474 1.087 0.000 -0.068
Footing SW 0.000 0.000 -27.630 0.000 0.000
F18198
1 0.000 0.000 -2.400 0.000 0.000
2 1.100 1.190 -20.530 0.000 0.707
3 1.663 2.431 -33.588 0.000 1.099
4 1.802 0.127 -3.639 0.000 1.882
5 0.283 1.020 -5.182 0.000 0.239
6 -3.550 2.475 -21.626 0.000 3.694
7 -3.709 8.602 -57.735 0.000 3.464
8 4.092 0.032 -8.421 0.000 4.256
9 -4.420 -0.011 9.281 0.000 -4.868
10 -0.294 -0.177 1.877 0.000 -0.421
11 -0.033 0.198 -1.018 0.000 -0.191
12 1.772 0.290 -5.993 0.000 1.905
13 -1.582 -0.222 4.551 0.000 -1.744
14 -0.035 -0.154 0.726 0.000 -0.034
15 0.226 0.222 -2.168 0.000 0.195
Footing SW 0.000 0.000 -27.630 0.000 0.000
F19 199
1 0.000 0.000 -2.400 0.000 0.000
2 0.977 -0.392 -29.006 0.000 0.998
3 1.913 -0.476 -56.354 0.000 2.068
4 1.327 -0.073 -2.998 0.000 4.261
5 -0.001 0.933 4.428 0.000 -0.044
6 -2.056 2.147 -11.289 0.000 8.998
7 -1.674 8.859 -56.945 0.000 8.447
8 0.132 -0.277 -2.113 0.000 0.589
9 -0.149 0.347 2.762 0.000 -0.762
10 -0.006 -0.148 -0.743 0.000 -0.052
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
11 -0.010 0.217 1.392 0.000 -0.121
12 0.782 -0.106 -6.655 0.000 5.181
13 -1.531 0.052 4.325 0.000 -6.333
14 -0.373 -0.210 -2.233 0.000 -0.542
15 -0.377 0.156 -0.098 0.000 -0.610
Footing SW 0.000 0.000 -27.630 0.000 0.000
F20200
1 0.000 0.000 -2.400 0.000 0.000
2 1.017 0.835 -41.023 0.000 1.240
3 1.331 1.720 -85.611 0.000 1.439
4 2.050 0.092 -5.424 0.000 6.493
5 -0.096 0.987 -1.525 0.000 -0.299
6 -8.346 2.663 -28.705 0.000 28.704
7 -6.648 9.259 -16.213 0.000 23.412
8 0.016 -0.012 -0.205 0.000 0.066
9 -0.029 0.046 0.206 0.000 -0.122
10 0.037 -0.183 0.287 0.000 0.134
11 -0.050 0.217 -0.286 0.000 -0.190
12 0.794 0.041 -2.725 0.000 2.950
13 -0.694 -0.056 2.272 0.000 -2.540
14 0.094 -0.208 0.060 0.000 0.366
15 0.006 0.193 -0.514 0.000 0.043
Footing SW 0.000 0.000 -27.630 0.000 0.000
F21201
1 0.000 0.000 -2.400 0.000 0.000
2 0.888 -0.703 -41.645 0.000 1.653
3 1.533 -1.461 -85.731 0.000 2.569
4 1.648 -0.091 -4.880 0.000 6.441
5 0.074 0.954 1.568 0.000 0.276
6 -8.655 2.147 -28.163 0.000 38.071
7 -3.648 9.470 -29.657 0.000 16.659
8 0.003 -0.022 0.126 0.000 0.014
9 -0.006 0.059 -0.068 0.000 -0.017
10 -0.029 -0.180 -0.298 0.000 -0.134
11 0.025 0.216 0.356 0.000 0.131
12 0.038 -0.010 -0.420 0.000 0.179
13 -0.026 -0.014 0.257 0.000 -0.139
14 -0.021 -0.210 -0.409 0.000 -0.112
15 0.033 0.186 0.245 0.000 0.153
Footing SW 0.000 0.000 -27.630 0.000 0.000
F22 202
1 0.000 0.000 -2.400 0.000 0.000
2 0.887 0.449 -32.639 0.000 0.965
3 1.485 0.564 -64.932 0.000 1.807
4 1.537 0.050 -3.896 0.000 5.264
5 0.091 1.153 -4.588 0.000 0.270
6 -4.211 2.580 -29.891 0.000 20.222
7 -2.101 10.019 -48.461 0.000 9.452
8 0.001 -0.006 -0.182 0.000 0.001
9 0.004 0.041 0.025 0.000 0.012
10 0.012 -0.195 0.990 0.000 0.020
11 -0.007 0.229 -1.148 0.000 -0.007
12 -0.003 0.032 -0.102 0.000 -0.003
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
13 -0.002 -0.050 0.265 0.000 -0.009
14 0.007 -0.221 1.150 0.000 0.008
15 -0.012 0.202 -0.987 0.000 -0.020
Footing SW 0.000 0.000 -27.630 0.000 0.000
F23203
1 0.000 0.000 -2.400 0.000 0.000
2 1.047 -0.985 -22.049 0.000 0.529
3 1.569 -2.071 -33.913 0.000 0.836
4 1.230 -0.127 -3.105 0.000 1.309
5 -0.275 1.063 5.231 0.000 -0.235
6 -3.218 2.159 -14.060 0.000 3.604
7 -3.242 9.969 -61.911 0.000 3.079
8 -0.020 -0.007 0.273 0.000 -0.014
9 0.008 0.042 -0.076 0.000 0.013
10 0.067 -0.192 -1.245 0.000 0.062
11 -0.079 0.227 1.442 0.000 -0.063
12 0.013 0.032 0.061 0.000 0.007
13 -0.002 -0.050 -0.262 0.000 -0.008
14 0.079 -0.218 -1.444 0.000 0.062
15 -0.068 0.201 1.243 0.000 -0.063
Footing SW 0.000 0.000 -27.630 0.000 0.000
F11
1 0.000 0.000 -1.426 0.000 0.000
2 -0.603 0.506 -7.600 0.000 -0.274
3 -0.749 0.459 -6.709 0.000 -0.330
4 1.434 0.066 2.083 0.000 0.850
5 -0.082 1.204 -3.660 0.000 -0.020
6 -1.953 0.456 -4.894 0.000 1.036
7 -1.715 2.114 -8.071 0.000 0.929
8 2.969 0.127 -17.952 0.000 1.539
9 -3.492 0.265 -33.511 0.000 -1.892
10 -0.300 -0.595 -22.920 0.000 -0.196
11 -0.224 0.987 -28.542 0.000 -0.157
12 1.034 1.191 -0.743 0.000 0.541
13 -0.972 1.280 -5.988 0.000 -0.514
14 -0.007 0.444 -0.555 0.000 -0.006
15 0.069 2.027 -6.176 0.000 0.033
Footing SW 0.000 0.000 -28.287 0.000 0.000
F2 2
1 0.000 0.000 -1.426 0.000 0.000
2 -0.173 -0.168 -8.990 0.000 -0.512
3 -0.520 -0.171 -8.335 0.000 -1.214
4 1.644 0.114 -0.657 0.000 3.367
5 0.005 1.027 3.563 0.000 0.005
6 -0.734 0.483 -1.999 0.000 3.941
7 -0.660 1.911 -7.052 0.000 3.755
8 0.048 -0.795 -2.293 0.000 0.251
9 -0.050 -1.314 -3.614 0.000 -0.317
10 0.005 -1.762 -6.095 0.000 -0.014
11 -0.007 -0.346 0.188 0.000 -0.051
12 0.056 0.114 -30.102 0.000 1.742
13 0.655 -0.032 -30.705 0.000 -0.793
14 0.361 -0.667 -33.545 0.000 0.492
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
15 0.350 0.749 -27.262 0.000 0.456
Footing SW 0.000 0.000 -28.287 0.000 0.000
F33
1 0.000 0.000 -1.426 0.000 0.000
2 -0.554 0.006 -6.972 0.000 -2.446
3 -0.413 0.007 -3.582 0.000 -1.593
4 3.133 0.000 -1.550 0.000 9.506
5 -0.007 0.024 -1.097 0.000 -0.057
6 -1.128 0.029 -0.458 0.000 8.749
7 -0.960 0.157 -2.526 0.000 6.891
8 0.000 -0.001 -0.596 0.000 0.013
9 0.000 -0.001 -0.867 0.000 -0.026
10 0.001 -0.053 0.518 0.000 0.023
11 -0.001 0.052 -1.981 0.000 -0.035
12 0.109 0.000 0.761 0.000 0.930
13 -0.119 -0.001 0.587 0.000 -0.888
14 -0.003 -0.053 1.923 0.000 0.050
15 -0.006 0.052 -0.575 0.000 -0.008
Footing SW 0.000 0.000 -28.287 0.000 0.000
F44
1 0.000 0.000 -1.426 0.000 0.000
2 -0.544 -0.004 -6.944 0.000 -2.308
3 -0.398 -0.005 -3.517 0.000 -1.397
4 3.404 0.000 -1.674 0.000 10.515
5 0.010 0.024 1.100 0.000 0.081
6 -1.635 0.029 -0.628 0.000 13.933
7 -0.937 0.157 -2.491 0.000 6.721
8 0.000 0.001 0.641 0.000 0.004
9 0.001 0.002 0.926 0.000 0.002
10 -0.001 -0.051 -0.469 0.000 -0.028
11 0.002 0.054 2.036 0.000 0.034
12 0.009 -0.003 -0.881 0.000 0.076
13 -0.004 -0.004 -0.775 0.000 -0.048
14 0.001 -0.056 -2.080 0.000 -0.017
15 0.004 0.049 0.424 0.000 0.045
Footing SW 0.000 0.000 -28.287 0.000 0.000
F55
1 0.000 0.000 -1.426 0.000 0.000
2 -0.224 0.206 -10.064 0.000 -0.556
3 -0.677 0.217 -9.830 0.000 -1.506
4 1.711 -0.106 -0.727 0.000 3.783
5 0.034 1.426 -3.549 0.000 0.128
6 -1.548 0.452 -1.830 0.000 8.832
7 -0.767 2.066 -6.537 0.000 4.200
8 0.001 0.307 -0.850 0.000 0.002
9 0.003 0.453 -1.249 0.000 0.008
10 0.002 -0.411 1.786 0.000 0.008
11 0.002 1.171 -3.886 0.000 0.002
12 -0.002 -0.591 1.572 0.000 -0.004
13 -0.001 -0.515 1.368 0.000 -0.006
14 -0.002 -1.344 4.306 0.000 -0.002
15 -0.002 0.238 -1.366 0.000 -0.008
Footing SW 0.000 0.000 -28.287 0.000 0.000
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Project Na. : PLTU
Project No. : DP ENGINEER (1)
Client : -
F66
1 0.000 0.000 -1.426 0.000 0.000
2 -0.766 -0.384 -8.970 0.000 -0.355
3 -0.958 -0.369 -8.795 0.000 -0.450
4 1.095 -0.072 1.816 0.000 0.706
5 -0.006 1.591 3.383 0.000 -0.002
6 -1.800 0.525 -6.454 0.000 1.040
7 -1.446 2.323 -7.501 0.000 0.879
8 -0.004 0.362 0.772 0.000 -0.001
9 0.009 0.539 1.205 0.000 0.008
10 0.025 -0.421 -1.586 0.000 0.014
11 -0.019 1.322 3.564 0.000 -0.008
12 0.001 -0.717 -1.469 0.000 -0.002
13 -0.005 -0.627 -1.300 0.000 -0.005
14 0.020 -1.543 -3.960 0.000 0.007
15 -0.024 0.199 1.190 0.000 -0.014
Footing SW 0.000 0.000 -28.287 0.000 0.000
F30308
1 0.000 0.000 -1.426 0.000 0.000
2 -1.826 0.131 -14.486 0.000 -0.321
3 -3.009 0.198 -22.273 0.000 -0.394
4 2.850 0.006 0.750 0.000 7.787
5 0.156 0.505 -3.216 0.000 0.428
6 -11.908 0.303 -3.094 0.000 32.508
7 -5.603 1.059 -5.178 0.000 15.194
8 -0.002 0.001 -0.012 0.000 -0.002
9 0.005 -0.001 0.004 0.000 0.015
10 0.010 -0.017 0.121 0.000 0.023
11 -0.007 0.017 -0.129 0.000 -0.010
12 0.001 -0.001 0.008 0.000 0.001
13 -0.003 0.000 -0.002 0.000 -0.012
14 0.007 -0.017 0.128 0.000 0.011
15 -0.010 0.016 -0.122 0.000 -0.022
Footing SW 0.000 0.000 -28.287 0.000 0.000
F34418
1 0.000 0.000 -1.426 0.000 0.000
2 -0.006 0.017 -7.390 0.000 -0.065
3 0.007 0.030 -11.930 0.000 -0.047
4 0.639 0.000 -0.135 0.000 2.751
5 0.026 0.077 -2.229 0.000 0.114
6 -2.621 0.020 -0.533 0.000 11.236
7 -1.227 0.112 -2.756 0.000 5.250
8 0.001 0.000 -0.011 0.000 0.002
9 0.002 0.000 -0