hitung struktur baja beton 3

7/25/2019 Hitung Struktur Baja Beton 3

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Perhitungan Struktur

PEMBANGUNAN GEDUNG

OPTIK DAN TOKO

Jl. Sriwijaya No. 2 Jombang Deember 2!"!

Teguh Santoso SPd

Pela#ana $ %&. Bina Mi'ra Jaya

Diia(#an ole) $


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3/270

DAFTAR ISI

COVER

DAFTAR ISI DAN LEMBAR PERSETUJUAN

Konsep Dasar Perencanaan Struktur Hal. 1

TOWER TINGGI 16 M

Statika Hal. 3

Perhitungan kolom beton tarikan Hal. 6

Angkur Hal. 7

Perhitungan Pile Cap Hal. 8

Penulangan ore Pile Hal. 1!

TOWER TINGGI 24 M

Statika Hal. 13

Perhitungan kolom beton tarikan Hal. 16

Angkur Hal. 17

Perhitungan Pile Cap Hal. 18

Penulangan ore Pile Hal. !!

TOWER TINGGI 32 M

Statika Hal. !3

Perhitungan kolom beton tarikan Hal. !6

Angkur Hal. !7

Perhitungan Pile Cap Hal. !8

Penulangan ore Pile Hal. 3!

LAMPIRAN

LEMBAR PERSETUJUAN

"ama Pro#ek $ Pembangunan %o&er %inggi 16' !( )an 3! m

*okasi $ +

Pemohon $ +

Perencana $ +

Disusun oleh $ 1. ,r. Ali Hi)a#at

%elah selesai )isusun )an )isetu-ui Suraba#a tanggal 1( + 1 + !16

Ahli Struktur

Ir. Ali Hidayat


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DAFTAR ISI

COVER

DAFTAR ISI DAN LEMBAR PERSETUJUAN

Konsep Dasar Perencanaan Struktur Hal. 1

Statika Hal. 3

Perhitungan Pe)estal Hal. 8

Perhitungan Pon)asi /ootplat Hal. 1!

Sambungan baut las Hal. 1

Sloo0 Hal. 3

LAMPIRAN

LEMBAR PERSETUJUAN"ama Pro#ek $ u)ang 2 Kantor Diisi 4aintenance

*okasi $ +

Pemohon $ +

Perencana $ +

Disusun oleh $ 1. %eguh Santoso SP)

%elah selesai )isusun )an )isetu-ui Suraba#a tanggal 1( + 1 + !16

Ahli Struktur

Tegu Sa!t"#" S.Pd


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DAFTAR ISI

COVER

LEMBAR PERSETUJUANDAFTAR ISI

A. $"!#e% Da#ar Pere!&a!aa! Stru'tur

Konsep Dasar Perencanaan Struktur Hal. A+1

B. Pe'er(aa! $ayu

Perhitungan or)ing Hal. +1

,nput Data Hal. +3

Kontrol Keamanan Ka#u Hal. +11

Sambungan aut )an Plat Hal. +15

Sambungan igi Hal. +18

B. Pe'er(aa! Ata%

Perhitungan or)ing Hal. 3

Statika Hal. 6

Kontrol Kekuatan Pro0il Hal. 13

Sambungan alok Hal. 16

Perhitungan Plat Kaki Hal. 17

C. Pe'er(aa! Bet"!

,nput Data Hal. C+1

Plat *antai Hal. C+

%abel Penulangan Plat Hal. C+1!

%abel Penulangan *ongitu)inal alok Hal. C+13

%abel Penulangan eser alok Hal. C+17

Penulangan Kolom Hal. C+18

%abel Penulangan Kolom Hal. C+!

Penulangan Pon)asi *a-ur Hal. C+!3

Penulangan %angga Hal. C+!6

D. La)%ira!


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LEMBAR PERSETUJUAN

"ama Pro#ek $ Pembangunan u)ang ahan a)i

*okasi $ l. a#a Sumengko K4 3Desa Sumengko' Kec. 9ringinnanom Kab. resik

Pemilik $ P%. A)iprima Supraprinta a&a Pos roup

Konsultan $ C:. 4itra Perkasa

Disusun oleh $ 1. ,r. Ali Hi)a#at

!. %eguh Santoso S.P)

%elah selesai )isusun )an )isetu-ui tanggal + + !16

Ahli Struktur Asistent Ahli Struktur

Ir. Ali Hidayat Tegu Sa!t"#" S.Pd


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A. KONSEP DASAR PERENCANAAN

Pembangunan Gudang Bahan JadiPT. Adiprima Supraprinta Jawa Po Group


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HA*. 3 )ari !7 Pembangunan Gedung Optik dan Toko

De!a Si#te) Stru'tur * +e")etri

"o. Doc $ ";%


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C. PEKERJAAN ATAP BAJA

Pembangunan Gedung Opti! dan To!o

J". Sriwi#a$a No. % Jombang


10/270

HA*. 1 )ari 5 Kantor Pengadilan Agama Sumenep

$ONSEP DASAR PERENCANAAN STRU$TUR

Da#ar,Da#ar Peratura! Pere!&a!aa!

+ %ata Cara Perhitungan Struktur eton untuk angunan e)ung >S",+3+!8(7+!!?

+ Peraturan Pembebanan ,n)onesia !7

+ Peraturan Konstruksi Ka#u ,n)onesia 17

+ Peraturan Perencanaan angunan a-a ,n)onesia >PP,? 183

+ Peraturan eton ,n)onesia >P, 171?

Mutu Baa!

a. 4@%@


11/270

HA*. ! )ari 5 Kantor Pengadilan Agama Sumenep

"o. Doc $ ";%t? $ 1! cm

+ 4utu ba-a $ Polos @!(

/# $ !( 4pa

/#s $ !( 4pa

/c $ !!.5 4pa

+ %umpuan $ %er-epit pa)a pangkal kolom


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HA*. !! )ari !7 Pembangunan Gedung Optik dan Toko

SAMBUNGAN BAUT DAN LAS1

Ty%e S / 0 12 D0 3 S1

La# t45))

Plat 067108819:;samb ujung

Rencana "? 1(

Sa)-u!ga! -aut

0u >4pa? A3!5 6!1

Dbaut mm 0

t plat mm 16n renc >bh? 2

Pemasangan baut

Baut tepi

SminFSnFSma 18 F 3 F 36

Sn mm 58

Baut tengah

SminFSnFSma 3 F 885 F 8(

Sn mm 60

Kontrol kuat geser bautn pakai bh 8

:) >"? 168(15.!

:u >"? 1(

1G F 0858> >ok?

Sa)-u!ga! La# E68??

Lebar las 3 mm

0u& 4pa (8

0u 4pa 37

0# 4pa !(

:u >kg? (shear)

"o. Doc $ =S",=%S=1e $u)ul Dokument

Sambungan baut )an *as


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HA*. !3 )ari !7 Pembangunan Gedung Optik dan Toko


Ty%e S / 0 12 D0 3 S1

La# t45))

Plat 067108819:;samb ujung

"o. Doc $ =S",=%S=1e $u)ul Dokument

Sambungan baut )an *as

117.7!

%u " 156

!6.6(

Su mm >lbr las? !.!

*ebar *as mm 3

Pelat uung 2!1"#2$$#16

bs !3

Tebal plat akibat moment

Pe mm 3(.87

3.!8

4e "mm 3!6853

ts mm 16

Tebal plat akibat gaya Tu

ts mm !

ts ma mm 16ts ma 16 1

ts pakai mm 16 16

Kontrol kuat geser pelat akibat Tu

hs mm !715

bs mm !

ts mm 16

7!7.!

1G F :@> >ok?

n& (min)

n& (perlu)

m

:n


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HA*. !( )ari !7 Pembangunan Gedung Optik dan Toko

PELAT DASAR KOLOM K1 (150x150x[8]) Las 5 mm

Data,data- irencanakan 9/ 15.75.5.7

h 15 cm ts .7 cm

b 7.5 cm tb .5 cm

E 88.8 cm3 C;D 1

0c B 07 4pa

0# B 028 4pa

- Pe!estal - irencanakan pelat !asar

b B 67 mm B 15 mm

h B 67 mm " B 15 mm

B ! " B 08@8 kg

B 16 " B 8: kg

Be-a! ya!g la!g#u!g di-aa '"l")

Po B ! >1575? B 1(5. "

>15 15?

Lua# %r"il %erlu

AH1 B 1(5. B (6.76 mm!.6>.85S%>>175175?=>1575??!5?

AH! B 1(5. B (.8 mm! F (6.76 mm! >;K?

.6>1.7!5?

Te-al %elat -erda#ar'a! gari# lele

c B 1=(I1575+7+S%>>1575+7?J!+(>(6.76+757??

B +.6 mm

n B >15+.857.5?=! B 71.81

t! B S%>>!!71.81!5J!?=>1515.!(??

B 6.66 mm

t! B S%>>!1(5+.6J!?=>(6.76.!(??

B . mm

t perlu B 6.66 mm 1!

Dipakai 8 mm LL 8 mm

Pu (a"ial)

:u (shear)

"o. Doc $ =S",=%S=!+1e $u)ul Dokument

Pelat Dasar Kolom


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h 15 cm ts .7 cm

b 7.5 cm tb .5 cm


Pelat Dasar Kolom


Ju)la Alat Sa)-u!g


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h 15 cm ts .7 cm

b 7.5 cm tb .5 cm


Pelat Dasar Kolom

Baut tengah

Smin B !'5 1! B 3 mm

Sma B 1( 8 B 11! mm

Shitung B 15 B !7 mm

( + 1

Spakai B ml )ikurangi mm

Kontrol kuat geser

n pakai B ( buah

:) B .75 .( 6!1 113 (

B 8(!7.6 " M 16 " >;K?

Peritu!ga! la# t 4 7))


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h 15 cm ts .7 cm

b 7.5 cm tb .5 cm


Pelat Dasar Kolom

>! 15 + 5?

+ebar +as su!ut

Su B 55.! B (.! mm

117.7155

Dipasang B 5 mm


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KONSTR&KS' ATAP KA(&

Gedung Kantor Dina Keehatan Ba"ai )ateria" )edi*a Batu

Batu + Jawa Timur


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HA*. 3 )ari (!

PERHITUNGAN GORDING 08/1

Peritu!ga! +"rdi!gata-!ata Kes%m&ulan '

+ arak ku)a+ku)a ma B 578 cm + tegangan O$

+ entang ku)a+ku)a B 657 cm + len)utan $

+ arak gor)ing B 08 cm O$

+ erat penutup atap B 78 kg=m!

+ erat angin B 07 kg=m!

+ Kemiringan ku)a+ku)a B 07 )era-at

Kelas kuat ka#u 1=!=3=( O B 0

Peninjauan #earah #umbu , - ,1. s. or)ing B

.8.1!1.1cos !5 B 8.7 kg=m

41 B 1=8 8.7 3.5J! B '.'kgm

!. s. Atap B 1.! 5 cos !5 B 5(.38 kg

4! B 1=8 5(.38 3.5J! B /'.kgm

3. 4uatan Angin

9 B .! !5 + .( B .1

91 B .1 1.! !5 B 3. kg=m

43 B 1=8 3 3.5J! B 1.2 kgm

9! B + .( 1.! !5 B +1!. kg=m

4( B 1=8 +1! 3.5J! B -/.'/ kgm

3. eban erguna > P ? B 1. kg45 B 1=( cos !5 1 3.5 B 2.'0kgm

(. Kombinasi 4uatan

41 4! 43 B 11.18 kgm

41 4! 45 B 175.8 kgm

Peninjauan #earah #umbu 3 - 3

1. s or)ing B

.8.1!1.1sin !5 B (.6 kg=m

41 B 1=8 (.6 .5J! B 0.' kgm

!. s Atap B 1.! 5 sin !5 B !5.36 kg=m

4! B 1=8 !5.36 .5J! B 0.2 kgm

3. eban erguna > P ? B 1 kg

45 B 1=( sin !5 1 .5 B ./kgm

(. Kombinasi 4uatan

41 4! B .! kgm

41 4! 45 B 6.! kgm

, B 1=1! 81!J3 B 115! cm(

,# B 1=1! 1!8J3 51! cm(

9 B 1=681!1! B 1! cm3

9# B 1=61!88 B 1!8 cm3

Kontrol Tegangan

@kuran gor)ing 8=0cm ka#u kru&ing - B .88

"o. Doc $ K=PKK,=%S=1e $u)ul Dokument

Perhitungan or)ing Ka#u


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HA*. ( )ari (!


Perhitungan or)ing Ka#u

9 B 1! cm3 Kelas kuat ka#u 1=!=3=( O 0

9# B 1!8 cm3 1 kg=cm!

4 B 1758 kgcm 4o)ulus elastis >


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TABLE Ele)e!t F"r&e# , Fra)e# TABLE Ele)e!t F"r&e# , Fra)e#

Fra)e Stati"! P Fra)e P Fra)e P

%et cm Kg0 %et Kg0 %et Kg0

1 175 (5.6 1 (5.6 1! +1.55! 175 (8.5 ! (8.5 13 +1171.55

3 175 +(. 3 +(. 1( +58!.71

( 175 +53.56 ( +53.56 15 +58.58

5 15.65 +1(1.37 5 +1(1.37 16 +(1(.63

6 88.18( !!. 6 !!. 17 !!.3

7 15.65 +3!3.( 7 +3!3.( 18 +(!5.5

8 15.65 +!!5.1 8 +!!5.1 1 +7!.83

88.18( 17.81 17.81 ! +1!8.57

1 15.65 +1(1!.31 1 +1(1!.31 !1 +68.(1

11 1((.637 !3.( 11 !3.(

1! 1!(.!( +1.55

13 1!(.565 +1171.551( 6(.1!66 +58!.71

15 6(.1!66 +58.58

16 71.716 +(1(.63

17 3!.3181 !!.3

18 71.3 +(!5.5

1 15.336 +7!.83

! 15.(78 +1!8.57

!1 113.6183 +68.(1

TABLE Ele)e!t F"r&e# , Fra)e#

Fra)e Stati"! P

%et cm Kg0 1 175 +8.3

! 175 8.3

3 16 +(.3!

( 88 18.66

5 16 +(15.!8

6 1(( +(!3.33

7 1!( +67.65

8 6( +77.(1

7! 7.1!

1 3! +3!1.71

11 15 1(.36

1! 11( +!5!.!8


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INPUT DATA

ata-!ata+ arak ku)a+ku)a ma B 578 cm

+ entang ku)a+ku)a B 657 cm

+ arak gor)ing B 08 cm




Kelas kuat ka#u 1=!=3=( O B 0

Pe)-e-a!a! $uda,'uda Ty%e da! Ty%e 0

4 J"i!t P 4 0.=8 'gata-!ata

@kuran gor)ing 8=1! cm ka#u kru&ing - B 1.

+ arak ku)a+ku)a ma B 578 cm

+ arak gor)ing B 08 cm


Beban mati

1. s or)ing B

.8.1!1.1 3.5 B ''.60kg

!. s. Atap B 1.! 5 3.5 B 0kg

P B >33.6!1?=!B ./0kg

P0 B 1=! 1!1.8

B 60.20kg

4 J"i!t


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"o. Doc $ ";%


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"o. Doc $ ";%


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"o. Doc $ ";%


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"o. Doc $ ";%


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"o. Doc $ ";%


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"o. Doc $ ";%


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"o. Doc $ ";%


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HA*. 13 )ari (!

TABEL PERHITUN+AN $EAMANAN $AU /TUN++AL3 TPE

Angka keamanan G

Kelas kuat ka#u >1=!=3=(? !

N". Bata!g P /'g3 L' /&)3 - /&)3 /&)3 J)l F-r /&)03 I /&)23 I /&)53 la)da


31/270

HA*. 1( )ari (!

P /'g3

Fra)e P

%et Kg0

1

!

3

( +

5 +1(

6

7 +3

8 +

1 +1(

11 !

1! +1

13 +11

1( +5

15 +516 +(

17 !

18 +

1 +

! +1

!1 +


32/270

HA*. 15 )ari (!

TABEL PERHITUN+AN $EAMANAN $AU /+ANDA3 TPE

Angka keamanan G

K1=!=3=(? O !

"o. P >kg? *k >cm? Ka#u Pinggir>cm? Ka#u %engah>cm? ,t B!.>1=1!?.bpJ3.hp ,g ,# i# imin ipakai R lam)a 9ta

atang bp hp bt ht !.bp.hp>>btbp?=!?J! 1=1!.>!bt?J3.hp 1=(>,t3.,g? sQrt>,#=>!.bp.hp?? '!8.hp i#Fimin *k=ipakai

6 00.@@ == 2 0 = 0 358( 51! 1!8 3.651(837167 3.(68 3.(68 !5.(!88

6.= == 2 0 = 0 358( 51! 1!8 3.651(837167 3.(68 3.(68 !5.(!88

1( ,7=0.6 :2 2 0 = 0 358( 51! 1!8 3.651(837167 3.(68 3.(68 18.(183 1

15 ,7=8.7= :2 2 0 = 0 358( 51! 1!8 3.651(837167 3.(68 3.(68 18.(183 1

Catatan $ >R? i# F imin ++++M i#

i# M imin ++++M imin

"o. Doc $ K=PKK,=%S=!+!e $u)ul Dokument Kontrol Dimensi Ka#u an)a


33/270

HA*. 1 )ari (!

SAMBUN+AN BAUT DAN PLAT

$uda,'uda Ty%e

Titi' Tu)%u N". 02 -ata!g : P 4 .22 kg tarik

+"l Ta)%a!g %lat /yt3 t

- /&)3 4 1

. Ju)la -aut buah

P1 B 1!5 ( 1.! > 1 + '6.Sin>!5?? B ((7.857 kg

P! B !5 ( 1.! > 1 + '6.Sin>!5?? B 85.715 kg

P! B (8 1.! 1.! > 1 + '35.Sin>!5?? B 588.6 kg

)iambil terkecil Ps 9 11./ kg

Ps B 1 ((7.86 9 11./ kg

+++M ((7.86 kg M !!. kg /a)a!3

Titi' Tu)%u N". :6 -ata!g : P 4 .2 kg tekan


- /&)3 4 1

. Ju)la -aut buah

P1 B 1!5 ( 1.! > 1 + '6.Sin>!5?? B ((7.857 kg

P! B !5 ( 1.! > 1 + '6.Sin>!5?? B 85.715 kg

P! B (8 1.! 1.! > 1 + '35.Sin>!5?? B 588.6 kg


Ps B 1 ((7.86 9 11./ kg

+++M ((7.86 kg M !!. kg /a)a!3

4

/&)3 4 1:

4

/&)3 4 1:


Sambungan aut )an Plat

(5.6 (8.5

!!.

1.55

1(1.37

3!3.(!!.


34/270

HA*. ! )ari (!



Titi' Tu)%u N". @ -ata!g 2 /. kg tekan


- /&)3 4 1. Ju)la -aut buah

P1 B 1!5 ( 1.! > 1 + '6.Sin>!5?? B ((7.857 kg

P! B !5 ( 1.! > 1 + '6.Sin>!5?? B 85.715 kg

P! B (8 1.! 1.! > 1 + '35.Sin>!5?? B 588.6 kg


Ps B ! ((7.86 9 /2. kg

+++M 85.71 kg M 58!.71 kg /a)a!3

$uda,'uda Ty%e 0

4 /&)3 4 1:

68.(1

(!5.558!.71

17.81


35/270

HA*. !1 )ari (!



Titi' Tu)%u N". 0 -ata!g : P 4 /.66kg tarik


- /&)3 4 1. Ju)la -aut buah

P1 B 1!5 ( 1.! > 1 + '6.Sin>!5?? B ((7.857 kg

P! B !5 ( 1.! > 1 + '6.Sin>!5?? B 85.715 kg

P! B (8 1.! 1.! > 1 + '35.Sin>!5?? B 588.6 kg


Ps B 1 ((7.86 9 11./ kg

+++M ((7.86 kg M 18.66 kg /a)a!3

Titi' Tu)%u N". 7 -ata!g = .1 kg tekan


- /&)3 4 1

. Ju)la -aut buah

P1 B 1!5 ( 1.! > 1 + '6.Sin>!5?? B ((7.857 kg

P! B !5 ( 1.! > 1 + '6.Sin>!5?? B 85.715 kg

P! B (8 1.! 1.! > 1 + '35.Sin>!5?? B 588.6 kg


Ps B 1 ((7.86 9 11./ kg

+++M ((7.86 kg M 77.(1 kg /a)a!3

4 /&)3 4 1:

4

/&)3 4 1:

1(.36

77.(1

67.65

7.1!

8.3 8.3

18.66


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HA*. !! )ari (!

SAMBUN+AN +I+I

$uda,'uda Ty%e

Titi' Tu)%u N". 0 -ata!g @

V /&)3 ! 35 60.=5 115 tekan

$l# 'ayu /,23 1 '0 - /&)3 4 8

+igi /03 1 0 /&)3 4 1!

) B 1=6 1! B ! cm

) B ! cm

>115 cos 35? B 5.8 kg=cm! F 13 kg=cm! >aman?

8 !

>115 cos 35? B .5 kg=cm! F ! kg=cm! >aman?

! 8

ijin **

ijin **

) +

+

"o. Doc $ K=PKK,=%S=(e $u)ul Dokument

Sambungan igi

68.(1

1!8.57

7!.83


37/270

HA*. !3 )ari (!


Sambungan igi

Titi' Tu)%u N". 5 -ata!g 6

V /&)3 1 !5 P /'g3 3!3.( tekan

$l# 'ayu /,23 1 '0 - /&)3 4 8

+igi /03 1 0 /&)3 4 1!

) B 1=6 1! B ! cm

) B ! cm

>3!3.( cos !5? B 18.3 kg=cm! F 13 kg=cm! >aman?

8 !

>3!3.( cos !5? B 3.66 kg=cm! F ! kg=cm! >aman?

1 8

Titi' Tu)%u N". 7 -ata!g

V /&)3 1 !5 P /'g3 1(1.37 tekan

$l# 'ayu /,23 1 '0 - /&)3 4 8

+igi /03 1 0 /&)3 4 1!

) B 1=6 1! B ! cm

) B ! cm

>1(1.37 cos !5? B 7.38 kg=cm! F 13 kg=cm! >aman?

8 !

>1(1.37 cos !5? B 15.88 kg=cm! F ! kg=cm! >aman?

1 8

$uda,'uda Ty%e 0

ijin **

ijin **

) +

+

ijin **

ijin **

) +

+

!!5.1

!3.(83!3.(

(.(8.5

1(1.37

(5.6


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HA*. !( )ari (!


Sambungan igi

Titi' Tu)%u N". -ata!g 5

V /&)3 3 !5 P /'g3 (.3! tekan

$l# 'ayu /,23 1 '0 - /&)3 4 8

+igi /03 1 0 /&)3 4 1!

) B 1=6 1! B ! cm

) B ! cm

>(.3! cos !5? B !3.1 kg=cm! F 13 kg=cm! >aman?

8 !

>(.3! cos !5? B 1.55 kg=cm! F ! kg=cm! >aman?

3 8

ijin **

ijin **

) +

+

(.3!

8.3


39/270

B. BANG&NAN &TA)A




40/270

HA*. )ari (1 PEMBANGUNAN GUDANG BAAN !AD"

INPUT DATA

PROFIL $UDA,$UDA /: )3

arak antar ku)a+ku)a B 5.33 mentang ku)a+ku)a B 16 m

Su)ut kemiringan bagian ba&ah B !

or)ing B >C"P15+!.8?

erat gor)ing B 3.3 kg=m

arak antar gor)ing B 15 cm

Atap B incalum

erat penutup atap B !5 kg=m!

%ekanan angin B ( kg=m!

Direncanakan 9/ !5.1!5.5.8

9/ !.1.5'5.8

Pembebananeban #ang )iterima gor)ing $

+ erat penutup atap B !5 5.33 1.5 B 1.88 kg

+ erat gor)ing B >3.3 5.33? B 16.15 kg

tot !16.! kg

1G !1.6 kg

PDL !37.63 kg L !38 kg

PLL B 1 kg

eban angin bagian ba&ah $

+ eban angin tekan

9 B >.!!+.(? 5.33 ( 1.5 B . kg

+ eban angin hisap

9 B .( 5.33 ( 1.5 B 1!7. kg

+ eban )in)ing tekan

9 B . 5.33 ( B 11. kg=m

+ eban )in)ing hisap

9 B .( 5.33 ( B 85.3 kg=m

PEMBEBANAN STRU$TUR BETON

0c B !5 4pa P atap B + kg

0# B ( 4pa Design Ko)e B S", !8(7+!!

0#s B !( 4pa + Phi >en)ing + %ension? .8

< B (7RS%>!5? + Phi >Compression %ie)? .7

B !35 "=mm + Phi >Compression Spiral? .7

+ Phi >Shear? .8

irencanakan

Pelat 1! cm untuk lantai

1 cm untuk atap

Sloo0 !=!5 T 15=!

alok !=!5 T 15=!

Kolom !5=35 T 15=15

o

"o. Doc $ ";%


41/270

HA*. 1 )ari (1 PEMBANGUNAN GUDANG BAAN !AD"

"o. Doc $ ";% ! !1 ? B (! kg=m! + > ! !( ? B (8 kg=m!

DL B kg=m!

eban Pelat Atap

+ > ! !1 ? B (! kg=m!

+ > 1 18 ? B 18 kg=m!

DL B 6 kg=m!

eban Pelat %angga

+ > ! !1 ? B (! kg=m!

+ > ! !( ? B (8 kg=m!

DL B kg=m!

eban Din)ing

> .15 3 ? 17 B 765 kg=m

DL B 765 kg=m

eban Hi)up >**?

+ eban hi)up Kantor LL B !5 kg=m!

+ eban hi)up Selasar=tangga LL B 3 kg=m!

+ > .5 1 ? B 5 kg=m!

+ eban hi)up B 1 kg=m!

LL B 15 kg=m!

erat sen)iri akan )ihitung otomatis oleh program


42/270


"o. Doc $ ";%


43/270

HA*. 1! )ari (1 PEMBANGUNAN GUDANG BAAN !AD"

"o. Doc $ ";%point 3? B 15. cm

0 B 15 cm F !5. cm O$

Len/utan )*m+

,%/ang 0#%al or*e )kg+

,eban 0ng%n )W+ kg-m

,eban .%/u& )LL+ kg-m


44/270


"o. Doc $ ";%


45/270

HA*. 1( )ari (1 PEMBANGUNAN GUDANG BAAN !AD"

"o. Doc $ ";%


46/270


"o. Doc $ ";%


47/270


"o. Doc $ ";%


48/270




+ %ata Cara Perhitungan Struktur eton untuk angunan e)ung >S",+3+!8(7+!!?

+ Peraturan Pembebanan ,n)onesia !7

+ Peraturan Konstruksi Ka#u ,n)onesia 17

+ Peraturan Perencanaan angunan a-a ,n)onesia >PP,? 183

+ uku Pe)oman Perencanaan untuk struktur eton ertulang iasa )an

Struktur %embok ertulang untuk e)ung 183

+ Pe)oman Perencanaan Ketahanan empa untuk umah )an e)ung 187

+ Peraturan eton ,n)onesia >P, 171?

Mutu Baa!

a. 4@%@


49/270

HA*. ! )ari !7 Pembangunan Gedung Optik dan Toko

"o. Doc $ ";%t? $ 1! cm

+ 4utu ba-a $ @!(

/#s $ !( 4pa

/c $ !!.5 4pa + %umpuan $ %er-epit pa)a pangkal kolom


50/270


INPUT DATA

PEMBEBANAN STRU$TUR BETON

Be-a! Mati /DL3

Beban Pelat +antai

+ Spesi tB! > ! !1 ? B (! kg=m!

+ Keramik > ! !( ? B (8 kg=m!

DL B kg=m!

Beban Pelat &tap

+ Spesi tB! > ! !1 ? B (! kg=m!

+ Pla0on) > 1 18 ? B 18 kg=m!

DL B 6 kg=m!

Beban Pelat Tangga

+ Spesi tB! > ! !1 ? B (! kg=m!

+ Keramik > ! !( ? B (8 kg=m!

DL B kg=m!

Beban in!ing

"o. Doc $ ";%


51/270


"o. Doc $ ";% .15 3 ? 17 B 765 kg=m

DL B 765 kg=m

Be-a! Hidu% /LL3

+ eban hi)up Kantor LL B !5 kg=m!

+ eban hi)up Selasar=tangga LL B 3 kg=m!

+ eban Hi)up >air hu-an? > .5 1 ? B 5 kg=m!

+ eban hi)up B 1 kg=m!

LL B 15 kg=m!

PEMBEBANAN ATAP

arak antar ku)a+ku)a B ( m

entang ku)a+ku)a B 7 mSu)ut kemiringan bagian ba&ah B 35

or)ing B >C"P1!5+!.1?

erat gor)ing B 3.1 kg=m

arak antar gor)ing B 1! cm

Atap B on)uline

erat penutup atappla0on) B !1.5 kg=m!

%ekanan angin B !5 kg=m!

PEMBEBANANeban #ang )iterima gor)ing $

+ erat penutup atap B !1.5 ( B 86. kg=m

+ erat gor)ing B >3.1 (? = 1.! B 1.33 kg=m

DL 6.33 kg=m

*ain+lain 1 G B .63 kg=m

DL B 15.7 kg=m

LL B !5 kg=m

eban angin bagian ba&ah $

+ eban angin tekan

9 B >.!35+.(? ( !5 B 3. kg=m

+ eban angin hisap

9 B .( ( !5 B (. kg=m

+ eban )in)ing tekan

9 B . ( !5 B . kg=m

+ eban )in)ing hisap

9 B .( ( !5 B (. kg=m

Stati'a

4enggunakan program Struktur Analisis Program ! >


52/270


"o. Doc $ ";%


53/270


"o. Doc $ ";%


54/270

HA*. )ari !7 Pembangunan Gedung Optik dan Toko

"o. Doc $ ";%


55/270

F 5> J)l Tia!g F 5> J)l Tia!gP"i!t F /$g3 /'g3 %er'"l") P"i!t F /$g3 /'g3 %er'"l") P"i!t

7 18'!!! !3'68 ! 7 ('(! 5'757 1 7

11 !7'(7 35'711 ! 7! !3'76 3'818 ! 7!

1! !3'535 3'55 ! 76 !'!! !6'!8 ! 76

15 13'671 17'77! 1 77 16'86 !'1! 1 77

!( !5'55 33'!15 ! 78 11'67 15'18! 1 78

!6 !!'!(5 !8'1 ! 7 5'168 6'718 1 7

!7 1'!(6 13'3! 1 85 !('36 31'!(6 ! 85

!8 1'!78 13'36! 1 88 31'15 ('57 ! 88

3! ('738 6'15 1 8 3'7!( 3'(! ! 8

33 15'31 !'8 1 ! !7'17 35'3!1 ! !

35 1!'86 16'73 1 3 8'73 1'(5 1 337 1!'78 16'61( 1 ( 11'11( 1('((8 1 (

38 13'!78 17'!61 1 5 11'386 1('8! 1 5

(1 !5'3(3 3!'(6 ! 6 11'53( 1('( 1 6

(3 1'885 !5'85 ! 7 16'6! !1'58! ! 7

(6 !1'653 !8'15 ! 1 16'53 !1'51 ! 1

(8 '3( 11'7(5 1 1! 11'( 15'5! 1 1!

( !7'(6( 35'73 ! 13 ('11 5'33! 1 13

53 !('81 3!'!65 ! 1( 6'68 8'78 1 1(

56 1'3! !5'1!8 ! 15 8'8( 11'53 1 15

58 17'8 !3'375 ! 11 ('66 6'(56 1 11

6 1'638 13'8! 1 111 8'(7 1'! 1 111

61 17'1! !!'!56 ! 11! '7! 1!'6(7 1 11!63 6'55 8'(56 1 113 ('8 5'35 1 113

67 15'685 !'31 1 11( 7'557 '8!5 1 11(

115 7'7 '1! 1 115

+ %iang pancang !! + 1(m !1 kg

+ Penambahan beban akibat berat sen)iri poer 3G

Keterangan$


56/270


57/270

F 5> J)l Tia!gF /$g3 /'g3 %er'"l") Point /E

('(! 5'757 1 7 18'!!!

!3'76 3'818 ! 11 !7'(7

!'!! !6'!8 ! 1! !3'535

16'86 !'1! 1 15 13'671

11'67 15'18! 1 !( !5'55

5'168 6'718 1 !6 !!'!(5

!('36 31'!(6 ! !7 1'!(6

31'15 ('57 ! !8 1'!78

3'7!( 3'(! ! 3! ('738

!7'17 35'3!1 ! 33 15'31

8'73 1'(5 1 35 1!'8611'11( 1('((8 1 37 1!'78

11'386 1('8! 1 38 13'!78

11'53( 1('( 1 (1 !5'3(3

16'6! !1'58! ! (3 1'885

16'53 !1'51 ! (6 !1'653

11'( 15'5! 1 (8 '3(

('11 5'33! 1 ( !7'(6(

6'68 8'78 1 53 !('81

8'8( 11'53 1 56 1'3!

('66 6'(56 1 58 17'8

8'(7 1'! 1 6 1'638

'7! 1!'6(7 1 61 17'1!('8 5'35 1 63 6'55

7'557 '8!5 1 67 15'685

7'7 '1! 1 7 ('(!

7! !3'76

76 !'!!

77 16'86

78 11'67

7 5'168

85 !('36

88 31'15

8 3'7!(

! !7'173 8'73

( 11'11(

5 11'386

6 11'53(

7 16'6!

1 16'53

1! 11'(

13 ('11


58/270

1( 6'68

15 8'8(

11 ('66

111 8'(7

11! '7!

113 ('8

11( 7'557115 7'7


59/270

HA*. 1( )ari 33 #umah Tinggal $itraland Suraba%a

OUTPUT +AA DALAM BALO$ B8

Stor# eam *oc :! AS :!! 433 433>? 433>+?

A%AP !3 .1 +(77.6! (77.6! +33.!86 33.!86

A%AP !3 .6 +(((1.55 (((1.55 137(.16 137(.16A%AP !3 .6 +(18.56 (18.56 +(7(!.36 (7(!.36

A%AP !3 1.8! +!663.8 !663.8 +(8!.61 (8!.61

A%AP !3 3.5( +(3(.61 (3(.61 !6.1 !6.1

A%AP 57 :!! 2668.:0

A%AP (( 433 >? 088:.8@

A%AP (( 433 >+? 2620.5@:

K;#%*P


60/270

HA*. 15 )ari 33 #umah Tinggal $itraland Suraba%a

OUTPUT +AA DALAM $OLOM $

Stor# Col *oc P Abs >P?

A%AP C33 +885 885

A%AP C33 1.5 +88(8 88(8 Stor# Col *oc PA%AP C33 !.1 +871! 871! A%AP C16 +17

A%AP C33 3.15 +8576 8576

A%AP C33 (.! +8(( 8((

*%! C33 +3(((! 3(((!

*%! C33 .75 +3((!3 3((!3

*%! C33 .15 +3((3 3((3

*%! C33 .!!5 +3(38( 3(38(

*%! C33 .3 +3(36( 3(36(

*%!+1 C33 +35!!1 35!!1

*%!+1 C33 .75 +35!6 35!6

*%!+1 C33 1.5 +3(83! 3(83!

*%!+1 C33 !.!5 +3(637 3(637

A%AP C68 (.! +558.8( 558.8(

A%AP C33 P 57008.66

OUTPUT +AA DALAM $OLOM $2

Stor# Col *oc P Abs >P?

A%AP C16 +17 17

A%AP C16 .75 +76 76

A%AP C16 1.5 +(5 (5

A%AP C16 !.!5 +!85 !85

A%AP C16 3. +7( 7(

*%! C16 +!3! !3!

*%! C16 .1 +!!8.55 !!

*%! C16 .! +!!76.! !!77

*%! C16 .3 +!!55.3 !!55

*%! C16 .( +!!33.67 !!3(

*%!+1 C16 +!3668.88 !366

*%!+1 C16 .75 +!356.7 !357

*%!+1 C16 1.5 +!33((.5! !33(5

*%!+1 C16 !.!5 +!318!.35 !318!

A%AP C5! 3. +(353. (35(

*%!+1 C16 P 05::@

K;#%*P


61/270


"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument

;utput a#a Dalam


62/270

HA*. ( )ari !1 &oading Do'k

OUTPUT +AA DALAM BALO$

%A*+?

%et m Kg0 Kg0 Kg0+m Kg0+m Kg0+m

1 +571 516 !575 !575

1 !.5 +6(! 516 1!85 1!85

1 5 +71( 516 +(.6!5 (.6!5

! +!368 +157 +1 1

! .(55 +!367 +1(( +( (

! .11 +!366 +131 +877 877

! 1.3786 +!365 +117 +8! 8!

! 1.838! +!36( +1( +76 76

! !.!77 +!363 +1 +7!( 7!(

! !.7573 +!36! +78 +685 685

! 3.!168 +!361 +65 +65! 65!

! 3.676( +!36 +5! +6!5 6!5

! (.135 +!35 +3 +6( 6(

! (.55( +!358 +!6 +5 5

! 5.55 +!357 +1! +581 581

! 5.51(5 +!357 .7378 +578 578

! 5.51(5 3! +186 +58( 58(

! 5.7(1 33 +173 +5! 5!

! 6.(336 3( +15 +(!5 (!5

! 6.83! 35 +1(6 +355 355

! 7.35!7 36 +133 +!1 !1

! 7.81!3 37 +1! +!33 !33

! 8.!718 38 +17 +18 18

! 8.7313 3 +( +13( 13(

! .1 ( +81 +( (

! .65( (1 +68 +6 6! 1.11 (! +5( +3! 3!

! 1.57 (3 +(1 +1 1

! 11.! (3 +!8 5.7(3 5.7(3

3 136 +8.1!( +7.618 7.618

3 !.7556 135 .1356 3.556 3.556

3 5.5111 135 8.151 +7.63 7.63

( +!33 1! 1576 1576

( .75 +!1! 1! 136 136

( .75 +77 1!8 (8 (8

( 1.5 +56 1!8 +(8 (8

! P !368

( :!! 1!

1 433 >? !575! 433 >+? 1

K;#%*P


63/270

HA*. )ari !7 Pembangunan Gedung Optik dan Toko

PENULAN+AN PLAT TPE A /2 ? 7 M3

Data ga)-ar

terlampir

Data , data

tebal plat .1! m

tebal spesi ! cm

tebal tegel ! cm

beban pla0on) 18 kg=m! beban guna !5 kg=m!

Beban mati

pelat B .1! !( B !88 kg=m!

spesi B ! !1 B (!

keramik B ! !( B (8DD B 378 kg=m!

Beban hi!up

air hu-an B

guna B !5

D* !5 kg=m!

Beban ber>aktor

D B 1'! 378 1'6 !5 B =75.: kg=m!

Stati'a

Q 853.6 kg=m!

l (. m

l# 5. m

l#=l .

epit penuh=elastis U1=! !

1/.00

'/.00

4l B '1 853.6 (.J! (8 B 6.6kgm

4l# B '1 853.6 (.J! 38 B /.22 kgm

4t B '1 853.6 (.J! (8 B 6.6kgm

4t# B '1 853.6 (.J! 38 B /.22 kgm

Pe!ula!ga!

(ata-/ata0c >beton? !!.5 4pa h 1! mm

0# >ba-a? !( 4pa b 1 mm

! mm >)lm ruang?

pmin B B .!5

pmak B B .((

La&angan #

4u B 655.56(8 R.8=1kgm B 6.15 k"m

) B 1! + ! B 1 mm

4u B 6.15 B 61(.18

1 .1J!

&t(tabel setelah interpolasi)

&t#(tabel setelah interpolasi)

) /3

b)!


Penulangan Plat lantai >%abel C@?


64/270



Penulangan Plat lantai >%abel C@?

p B B .33 M .!5

F .((

ppakai B 0.00''

As B .33 1 1 B 3!7.(6 mm!

Tum&uan #

4u B 655.56(8 R.8=1kgm B 6.15 k"m

) B 1! + ! B 1 mm

4u B 6.15 B 61(.18

1 .1J!

p B B .33 M .!5

F .((

ppakai B 0.00''

As B .33 1 1 B 3!7.(6 mm!

As B '! 1 1! B !( mm!

La&angan

4u B 518.888 R.8=1kgm B (.87 k"m

) B 1! + ! B 1 mm

4u B (.87 B (86.8115

1 .1J!

p B B .!5 M .!5

F .((

ppakai B 0.00

As B .!5 1 1 B !53.(1 mm!

Tum&uan

4u B 518.888 R.8=1kgm B (.87 k"m

) B 1! + ! B 1 mm

4u B (.87 B (86.8115

1 .1J!

p B B .!5 M .!5

F .((

ppakai B 0.00

As B .!5 1 1 B !53.(1 mm!

As B '! 1 1! B !( mm!

Re'a%itula#i

mm2 mm

3!7.(6 > 33 mm! ?

3!7.(6 > 33 mm! ?

%umpuan N >tul bagi? !( > !83 mm! ?

!53.(1 > 33 mm! ?

!53.(1 > 33 mm! ?

%umpuan >tul bagi? !( > !83 mm! ?

@ntuk penulangan plat t#pe lain )igunakan tabel sebagai berikut $

b)!

b)!

b)!

La%a!ga! ?>tul atas? 1 + !

Tu)%ua! ?>tul atas? 1 + !

6 + 1

La%a!ga! >tul atas? 1 + !

Tu)%ua! >tul atas? 1 + !

6 + 1


65/270HA*. 11 )ari !7 Pembangunan Gedung Optik dan Toko


66/270HA*. 1! )ari !7 Pembangunan Gedung Optik dan Toko


67/270

Ta-el Pe!ula!ga! Plat

/# B !( kg=cm! B !( 4Pa ar )iameter B 1. cm

/c B !!5 kg=cm! B !!.5 4Pa Decking B !. cm

%#pe QbmR 9uRR ht h >m? Dimensions Koe0isien 4omen >k"m? n >4Pa? r r N+ )irec. rein0o

Pelat Qbh >cm? h# >m? l l# l#=l Ct Ct# 4t 4t# t+ t+# ma t+ t+# At+>mm!? Dia>mm

>kg=m!? >kg=m!? >m? >m? Cl Cl# 4l 4l# n+ n+# min l+ l+# Al+>mm!? Dia>mm

VV

A 853.6 1! .5 3.5 5. 1.(3 VVV VVV VVV VVV VVV VVV .(( VVV VVV V"A4


68/270

HA*. 15 )ari 33

Ta-el Pe!ula!ga! L"!gitudi!al Bal"'

E baa 2$$$$$ M&a

5* 7 2"

5 7 3"$ M&a

Ting- Type $o. btg *tu Kg* b h ! ?ma" *n ma" beton Rn @ @ ma"

kat (;T&B#) *lu Kg* (mm) (mm) (mm) (mm) (mm) ($) (kg.m) A *u0./ perlu

*antai

)ua

>!6? D !3 0/1 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan !.368 .383 .!88

%1'68(=*5'3(! D / 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.!1 .383 .!881>37? D 8! 020 '00 00 635 (1.1 3.8 16!3 8!663 %)k perlu tul tekan !.67 .383 .!88

%15'338=*7'66 D 1 '00 00 635 (1.1 3.8 16!3 8!663 %)k perlu tul tekan 1.85 .383 .!88

!>!35? D 8 1 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan (.57 .383 .!88

%5'151=*!'576 D ! 22 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan (.386 .383 .!88

3>153? D 7! '260 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 5.75( .383 .!88

%3'!1=*1'6 D 3 '61 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan (.!( .383 .!88

Deck

atap

>!6? D (( 626 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.5!! .383 .!88

%6'311=*3'156 D ' 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.161 .383 .!88

!>!35? D 18 /0 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan .((66 .383 .!88

%511=*!56 D ! 20 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan .681 .383 .!88

3>153? D 76 ' 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 3.81 .383 .!88

%(57=*!! D 3 12' 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 3.7617 .383 .!88

>15!? ) ' 0 00 135 85.!6 63.5 173!57 1868 %)k perlu tul tekan !.3(57 .383 .!88

%513=*!57 ) 0 00 135 85.!6 63.5 173!57 1868 %)k perlu tul tekan 1.1751 .383 .!88

M&a&er.%tungan %n% .ana berlaku utuk 5* 8 2!9" M&a /%atas %tu n%la% :1 .rs /%gant%

"b.

"ma"

*nma"

"o. Doc $ e $u)ul Dokument

%abel Penulangan *ongitu)inal alok


69/270

HA*. 16 )ari 33

Ta-el Pe!ula!ga! L"!gitudi!al Bal"'

E baa 2$$$$$ M&a

5* 7 2"

5 7 3"$ M&a

Ting- Type $o. btg *tu Kg* b h ! ?ma" *n ma" beton Rn @ @ ma"

kat (;T&B#) *lu Kg* (mm) (mm) (mm) (mm) (mm) ($) (kg.m) A *u0./ perlu

M&a&er.%tungan %n% .ana berlaku utuk 5* 8 2!9" M&a /%atas %tu n%la% :1 .rs /%gant%

"b.

"ma"

*nma"

"o. Doc $e u)ul Dokument

%abel Penulangan *ongitu)inal alok

Sloo0 S1>!3? D (! ''' 00 '00 !35 1(8.( 111.3 (!1!8 75(8 %)k perlu tul tekan !.6(3 .383 .!88%1'658=*8! D S1 16 00 '00 !35 1(8.( 111.3 (!1!8 75(8 %)k perlu tul tekan 1.663 .383 .!88

S!>3(? D 61 12 '00 100 335 !11.6 158.7 8587 !37 %)k perlu tul tekan 1.8(3 .383 .!88

%3'317=*1'658 D S! '206 '00 100 335 !11.6 158.7 8587 !37 %)k perlu tul tekan 1.(51 .383 .!88


70/270


71/270

HA*. 18 )ari 33

Ta-el Peritu!ga! Le!tur Bal"'

5* 7 !5 4pa

5 7 ( 4pa

Ting- Type $o. btg *tu Kg* 4u b h ! n >tabel C@?

kat (;T&B#) *lu Kg* >k"m? (mm) (mm) (mm) F M4n=b)! 4u=b)! tabel C@ min pakai

"o. Doc $ %"=SKS",=%e $u)ul Dokument

%abel Penulangan *ongitu)inal alok >tabel C@?

3>153? D 76 ' !5.31 0 '00 !6.5 31 F 313 .1 M .35 .1

%'8!=*('1 D 3 12' !(.3 0 '00 !6.5 361 F 37 .17 M .35 .17

>15!? D ' 5.13 0 00 16! 16! F 166 .55 M .35 .55

%338=*168 D !.57 0 00 16! 816 F 8(! .!7 F .35 .35

sloo0

S1>!3? D (! ''' !3.33 00 '00 !5 !17( F !176 .73 M .35 .73

%1'((6=*7! D S1 16 1(.67 00 '00 !5 1367 F 137 .(5 M .35 .(5

S!>3(? D 61 12 (.57 '00 100 35 163 F 1611 .53 M .35 .53

%!'13=*1'(5 D S! '206 3.6 '00 100 35 1!63 F 1!1 .(! M .35 .(!


72/270


73/270

HA*. 3 )ari 5( #umah Tinggal $i


5* 7 !( 4pa

5 7 3 4pa

Ting- Type $o. btg *tu (kgm) b h &s min &s renc &s ma" &s perlu &s terpasang

kat (;T&B#) *lu (kgm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kgm)

*n

4eto)e $ SP4Sesuai $ S", 3+17u)ul Dokument

%abel Penulangan *ongitu)inal alok >S",?

!>355? D 31 12 3 55 753 F 8(6 F 33 8(6 ( D1 16 1167.3(

%11'!1(=*5'67 ) ! 10 3 55 753 M (8! F 33 753 7 D1 2/1 1(66.3

3>355? D 3 55 753 M F 33 753 7 D16 '20 135!.!

%11'!1(=*5'67 ) 3 3 55 753 M F 33 753 8 D16 60/ 16(.6

(>355? D 3 55 753 M F 33 753 7 D1 006 1663.

%11'!1(=*5'67 ) ( 3 55 753 M F 33 753 6 D1 00 16866.88

KS>355? D 3 55 753 M F 33 753 5 D16 22' 111(.86

%11'!1(=*5'67 ) KS 3 55 753 M F 33 753 ( D16 /01 8!(5.!

>355? D ' 3 55 753 M 61 F 33 753 5 D16 22' 111(.86

%11'!1(=*5'67 ) 3 55 753 M 3 F 33 753 ( D16 /01 8!(5.!


74/270

HA*. ( )ari 5( #umah Tinggal $it


5* 7 !( 4pa

5 7 3 4pa

Ting- Type $o. btg *tu (kgm) b h &s min &s renc &s ma" &s perlu &s terpasang

kat (;T&B#) *lu (kgm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kgm)

*n

4eto)e $ SP4Sesuai $ S", 3+17u)ul Dokument

%abel Penulangan *ongitu)inal alok >S",?

S1>355? D 3 55 753 M F 33 753 ( D1 16 1167.3(

%11'!1(=*5'67 ) S1 3 55 753 M F 33 753 7 D1 2/1 1(66.3

S!>355? D 3 55 753 M F 33 753 7 D16 '20 135!.!

%11'!1(=*5'67 ) S! 3 55 753 M F 33 753 8 D16 60/ 16(.6

S3>355? D 3 55 753 M F 33 753 7 D1 006 1663.

%11'!1(=*5'67 ) S3 3 55 753 M F 33 753 6 D1 00 16866.88


75/270

HA*. 1( )ari !7

Ta-el Pe!ula!ga! +e#er Bal"'

Mutu Baa!

Bet"! !5 4pa

Ba(a !( 4pa

N" Di)e!#i Bal"' G Vu /it3 G y /%er )3 A it A )i! Ju

B / &) 3 H / &) 3 'g M%a M%a M%a M%a 'g )) ))0 ))0 '

1>153? 15 3 3871 .5 tul geser .86 .36 ok !. ganti 1 375 !1

!>!(5? ! (5 3516 .5 tul praktis .3 +.11 ok !. 1!681 1 +15! !8

3>15!? 15 ! !385 .5 tul geser .8 .3 ok !. ganti 1 37 !1(>!3? ! 3 36( .5 tul praktis .6 +.(( ok !. 6117 1 +61 !8

S1>15!? 15 ! 1(65 .5 tul praktis .( +.1 ok !. !57! 1 +1! !1

S!>!3? ! 3 17( .5 tul praktis .!8 +.!! ok !. (3 1 +3 !8

S3>!5? ! 5 81 .5 tul geser .81 .31 ok !. 1(!67 1 (31 !8

Veta-#

V&/)i!3

V# /it3 V#)a1/)a13 V!

"o. Doc $ %"=Se $u)ul Dokument

%abel Penulangan eser alok


76/270


PERHITUN+AN $OLOM $ /58583

Data Data Diagra)

M! 38.731(7( 63.651638

M!- 11.6(73( 1!5.!(883!

M! 38.731(7( 63.651638

P" !!8.375 !(35.863(3

P!)a1 1766.7 1(8.67(

P!- 8(7.7(7 8(.3885!

TULAN+AN LENTUR $OLOM $OTA$ $

0c >4pa? 0# >4Pa? 4Pa? e# b >mm? h >mm? Ag >mm? Coer >mm?

!5 35 ! !.k"m?

! ! D13 !65 C33 8.85 11.!3 885

3 ! D13 !65 C33 3((.(! (3.5 3(((!

( ( D13 531 C33 35!.!1 ((.3 35!!1

5

6

7

8

%otal ars 15!

,egel ' /;

# '/1

# 0/

#' '00

#min 0/

#pakai /; - 2$;

(a#ai min

B

! 2! ! /! 0! "!! "2! "!

!

1!!

"!!!

"1!!

2!!!

21!!

!!!

"3 04.01

23 .23 12.2"

INTERACTION DIAGRAM

M ,#N5M-

P

,#N-

"o. Doc $%"=SKS",=A*D;=5+3e $

u)ul Dokument Diagram ,nteraksi Kolom


77/270

A/. 01 dari %2 Pembangunan Gedung Optik dan Toko

DIA+RAM INTERA$SI $OLOM /58583

/C >4pa? !!.5 b >mm? 3 1

/>4pa? !( h >mm? 3

P;RH%Tk"?

Ag >mm!?

Pu=>'85R0cRAgRW?

Pu=>'85R0cRAgRW? >e=h?

&perlu

(mm)

=

0

2 0

2 0

"o. Doc $%"=SKS",=A*D;=5+!e $


! !.!2 !.! !.!/ !.!0 !." !."2 !." !."/ !."0

!

!.2

!.

!./

!.0

"

".2

Mn (kN-M)

Pn

(kN)


78/270

HA*. 16 )ari !


/C >4pa? ! b >mm? 3 1

/>4pa? 3! h >mm? 15

P;RH%Tk"m?Pu= >k"?

Ag >mm!?

Pu=>'85R0cRAgRW?


&perlu

(mm)

"o. Doc $%"=SKS",=A*D;=5+!e $


! !.!2 !.! !.!/ !.!0 !." !."2

!

!."

!.2

!.

!.

!.1

!./

Mn (kN-M)

Pn

(kN)


79/270

HA*. 1( )ari !

PERHITUN+AN $OLOM

%#pe K1

*okasi *t. 1

"o. 0rame kg? 1(73

4>kg+m? 1(8

Peren*anaan Tulangan )ET0,+

675

ipasang = d0

&pakai (mm) 201

atau

ipasang tul utama 2 d5&pakai (mm) '

ipasang tul ekstra 2 d5

&pakai (mm) '

&tot pakai (mm) 06

Pembes%an begel ' /;

# '/1

# 2

#' 0

#min 0

#pakai /; - 1"$

&perlu

(mm)

"o. Doc $%"=SKS",=A*D;=5+!e $



80/270

HA*. 15 )ari !

PERHITUN+AN $OLOM

%#pe K!

*okasi *t. 1

"o. 0rame kg? 6!(

4>kg+m? 6

Peren*anaan Tulangan )ET0,+

ipasang 8 d0

&pakai (mm) '0

atau

ipasang tul utama 2 d5&pakai (mm) '

ipasang tul ekstra 2 d5

&pakai (mm) '

&tot pakai (mm) ganti

Pembes%an begel ' /;

# '/1

# 2

#' 0

#min 0

#pakai /; - 1"$

&perlu

(mm)

"o. Doc $%"=SKS",=A*D;=5+!e $



81/270

HA*. 17 )ari !

DIA+RAM INTERA$SI $OLOM /D583

/C >4pa? ! D>mm? 3 !

/>4pa? 3! D>mm? 3

P;RH%Tk"?

Ag >mm!?

Pu=>'85R0cRAgRW?


&perlu

(mm)

"o. Doc $%"=SKS",=A*D;=5+!e $


! !.!2 !.! !.!/ !.!0 !." !."2 !." !."/ !."0 !.2

!

!."

!.2

!.

!.

!.1

!./

!.6

!.0

!.4

"

Mn (kN-M)

Pn

(kN)


82/270


PERHITUN+AN PONDASI FOOTPLAT TPE P

Ara ?

0c !!.5 4pa %#pe P1

P 1!365 kg umlah 1 tiang

Selimut beton 6 mm * 75 mm

Ht 6 mm *# 75 mm

) 5( mm

1

3 mm

3 mm

mm

mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>?R5( B 1(( mm!

:c1 B

B >1!=1? >!!.5J.5 =6? 1((

B (6161 " L (616.8 kg

:c! BB >!!.5J.5 =3? 1((

B 37373( " L 37373.3 kg

Diambil #ang terkecil +++M :c B 37373.3 kg

Cek $ :c M

37373 M !68.333 >ok?

erarti )imensi pile cap bisa )ipakai.

Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? !!.5 4pa Ht 6 mm

0# >ba-a? !(. 4pa b 75 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3

"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap


83/270



&+T;R$&T%E;

Q pile cap B 18 kg=m

.15 m P

.375 m

*1 B .15 m P B kg

* B .38 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >.15+1=!18.375J!?

B +1.13 kgm

pile cap B Ht !(

B .6 .75 !( B 18 kg=m

pmin B B .!5

pmak B '75 >'85 !!.5?=!( '85 I6=>6!(?

B .363

4u B +1.1!5 kgm B +.1 k"m

) B 6 + 6 B 5(. mm B .8

n B >+.1 1J6? B +.5! 4pa

>'8 75 5(J!?

9 B '85 U 1 +sQrtI1 + >!'353 +.5!?=!!.5YB +.!

p B +.! !!.5=!( B . M .!5

F .363

ppakai B 0.00

As B .!5 75 5( B 80.78 mm!

))0 di%a'ai

A# 11!.5 )1! 117 mm!

!!.5 >)1! + (? )ipakai )1! + 1

Ara

0c !!.5 4pa %#pe P!



Ht 6 mm *# 75 mm

) 5( mm

1

3 mm

A# pembagi

c

bklm


84/270

HA*. ! )ari !7 Pembangunan Gedung Optik dan Toko


3 mm

mm

mm

Pe!ula!ga! Pile Ca%

(ata-/ata

0c >beton? !!.5 4pa Ht 6 mm

0# >ba-a? !(. 4pa b 75 mm

6 mm

&+T;R$&T%E;

pile cap B 18 kg=m

.15 m P

.375 m

*1 B .15 m P B kg

* B .38 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >.15+1=!18.375J!?

B +1.13 kgm

pile cap B Ht !(B .6 .75 !( B 18 kg=m

pmin B B .!5

pmak B '75 >'85 !!.5?=!( '85 I6=>6!(?

B .363

4u B +1.1!5 kgm B +.1 k"m

) B 6 + 6 B 5(. mm B .8

n B >+.1 1J6? B +.5! 4pa

>'8 75 5(J!?9 B '85 U 1 +sQrtI1 + >!'353 +.5!?=!!.5Y

B +.!

p B +.! !!.5=!( B . M .!5

F .363

ppakai B 0.00

As B .!5 75 5( B 80.78 mm!

))0 di%a'ai

A# 11!.5 )1! 117 mm!

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


85/270



!!.5 >)1! + (? )ipakai )1! + 1A# pembagi


86/270


87/270

HA*. 38 )ari (!

"o. Doc $ %"=SKS",=%S=7e $u)ul Dokument Pon)asi Setempat

Pe!ula!ga! F""t%lat

Q B >.151.!!(?>.3.(!(?

B 7!. kgm

*# B .5 m

4t B 1=8 N 7!N.5J! N 1 B !!.5 kgm

(ata-/ata

0c >beton? 00.7 4pa h 78 mm

0# >ba-a? 3! 4pa b 088 mm

!

pmin B 1'( = 3! B .((

pmak B '75 >'85 !!.5?=3! '85 I6=>63!?

B .!(8

Penulangan

4u B !!.5 R.8=1kgm B .!1 k"m

) B 15 + ! B 13 mm

B .8

n B >.!1 1J6? B .13 4pa

>'8 1! 13J!?

9 B '85 U 1 +sQrtI1 + >!'353 .13?=!!.5Y

B .6

p B .6 !!.5=3! B . F .((

F .!(8

ppakai B 0.0011

As B .(( 1! 13 B :=0.78 mm!

As B '! 1! 13 B 5:8 mm!

Re'a%itula#imm2 mm

Tula!ga! uta)a 68!.5 D13 + 1 1'3!7 mm! ?

Tula!ga! -agi 36. > 785 mm! ?

) /3

1 + 1


88/270

HA*. 18 )ari !

PONDASI TELAPAK T!PE P1

Peritu!ga! )")e!t u!tu' %"!da#i

Pembebanan

P B 15(1 B 782.88 kg

Q B >.15!(? B 5:8.88 kg=m

*# B 8.0 m

Statika

4t B 1=! N 36N.!J! 15(1.!

B 587.2 kgm

$"!tr"l $e'uata! P"!da#i de!ga! Daya du'u!g ta!aDiasumsikan pon)asi .8 .8 m' ke)alaman 1.3 m

a)alah sebagai berikut

4u B 315.( kgm 0c >beton? ! 4pa

Pu B 15(1 kg 0# >ba-a? 3! 4pa

b B .8 m ) 3 mm

h B .8 m tpon) 15 mm

kolom 15 =15 mm .3 kg=cm!

B 15 B 1

15

:u B 15.(1 k"4u B 3.15 k"m

B .3 1 B 3 k"m!

) B 15 + 3 B 1! mm

bo B ( >1! 15? B 18 mm

B .6 1=3 sQrt>!? 18 1!

B 655.65837!1535 "

B .6 >1 1=1? 1=6 sQrt>!? 18 1!

B 11517.7635358 " M 655.658( " O$

Stati'a

4u B 315.( kgm 0c >beton? ! 4pa

Pu B 15(1 kg 0# >ba-a? 3! 4pa

b B .8 m ) 3 mm

h B .8 m tpon) 15 mm

kolom 15 =15 mm .3 kg=cm!

B 15 B 1

15

:u B 15.(1 k"

4u B 3.15 k"m

B .3 1 B 3 k"m!

) B 15 + 3 B 1! mm

bo B ( >1! 15? B 18 mm

tanah

c

tanah

:min

:c

tanah

c

tanah

"o. Doc $ %"=SKS",=%S=8+1e $u)ul Dokument Penulangan Pon)asi %elapak


89/270

HA*. 1 )ari !


B .6 1=3 sQrt>!? 18 1!

B 655.65837!1535 "

B .6 >1 1=1? 1=6 sQrt>!? 18 1!

B 11517.7635358 " M 655.658( " O$

B 15.(1 3.15

.8 .8 1=6 .8 .8J!

B !35.! 353.37

B 588.38 k"=m! M 3 k"=m! ge#er

B !35.! + 353.37

B +118.35 k"=m!Diambil Q B 588.38 k"=m!

4u B 1=! 588.38 >.5.8?J!

B (7.7 k"m

Pe!ula!ga!

Penulangan lapangan

4u (77.6 kgm b 1 mm

0c >beton? ! 4pa h 15 mm

0# >ba-a? 3! 4pa ) 3 mm

pmin B 1'( = 3! B .((pmaks B '75 >'85 !?=3! '85 I6=>63!?

B .!!1

4u B ('77.6 kgm B (7.7 k"m

) B 15 + 3 B 1! mm

B .8

n B >(7.7 1J6? B (.86 4pa

>'8 1 1!J!?

9 B '85 U 1 +sQrtI1 + >!'353 (.86?=!Y

B .!375

p B .!375 !=3! B .1(8 M .((

F .!!1

ppakai B 0.01/As B .1(8 1 1! B 6=.8@ mm!

As B '( 1'781. B 60.22 mm!

Penulangan

mm2 mm

1781. D1! + 1 > 1'131 mm! ? (!obel)

1781. D1! + 1 > 1'131 mm! ? (!obel)

%umpuan N >tul bagi? 71!.(( D1 + 1 > 785 mm! ?

:min

:c

maks

min

La%a!ga! ?>tul atas?

Tu)%ua! ?>tul atas?


90/270

HA*. ! )ari !



91/270

HA*. 51 )ari 77 #ektorat Uni(ersitas Truno)o%o

PERHITUN+AN PILE CAP TPE P

Ara ?

0c 3 4pa %#pe P1


Selimut beton 6 mm * !5 mm

Ht mm *# !5 mm

) 8( mm

1

8 mm

8 mm

17 mm

17 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>1717?R8( B 571! mm!

:c1 B

B >1!=1? >3J.5 =6? 571!

B 156(!56 " L 156(!5.6 kg

:c! BB >3J.5 =3? 571!

B 1(!8637 " L 1(!863.7 kg

Diambil #ang terkecil +++M :c B 1(!863.7 kg

Cek $ :c M

1(!86( M 63683.33 >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? 3. 4pa Ht mm

0# >ba-a? (. 4pa b !5 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



92/270

HA*. 5! )ari 77 #ektorat Uni(ersitas Truno)o%o


pile cap B 5( kg=m

.75 m 1P

1.!5 m

*1 B .75 m 1P B 1156(! kg

* B 1.!5 m

4u B 1.! > 1P.*1 + 1=!..*J!?

B 1.! >1156(!.75+1=!5(1.!5J!?

B 15.3 kgm

pile cap B Ht !(B . !.5 !( B 5( kg=m

pmin B B .!5

pmak B '75 >'85 3?=( '85 I6=>6(?

B .!((

4u B 15.3 kgm B .15 k"m

) B + 6 B 8(. mm B .8

n B >.15 1J6? B .716 4pa

>'8 !5 8(J!?

9 B '85 U 1 +sQrtI1 + >!'353 .716?=3Y

B .!37

p B .!37 3=( B .18 M .!5

F .!((

ppakai B 0.00

As B .!5 !5 8( B 7078.88 mm!

))0 di%a'ai

A# 5!5. 16 D!! 67 mm!

>D!! + 167? )ipakai D!! + 15

Ara

0c 3 4pa %#pe P!


Selimut beton 6 mm * !5 mm

Ht mm *# !5 mm

) 8( mm

1

8 mm

c

bklm


93/270



8 mm

17 mm

17 mm

Pe!ula!ga! Pile Ca%

(ata-/ata

0c >beton? 3. 4pa Ht mm

0# >ba-a? (. 4pa b !5 mm

6 mm

pile cap B 5( kg=m

.75 m 1P

1.!5 m

*1 B .75 m 1P B 1156(! kg

* B 1.!5 m

4u B 1.! > 1P.*1 + 1=!..*J!?

B 1.! >1156(!.75+1=!5(1.!5J!?

B 15.3 kgm

pile cap B Ht !(B . !.5 !( B 5( kg=m

pmin B B .!5

pmak B '75 >'85 3?=( '85 I6=>6(?

B .!((

4u B 15.3 kgm B .15 k"m

) B + 6 B 8(. mm B .8

n B >.15 1J6? B .716 4pa

>'8 !5 8(J!?9 B '85 U 1 +sQrtI1 + >!'353 .716?=3Y

B .!37

p B .!37 3=( B .18 M .!5

F .!((

ppakai B 0.00

As B .!5 !5 8( B 7078.88 mm!

))0 di%a'ai

A# 5!5. 16 D!! 67 mm!

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


94/270

HA*. 5( )ari 77 #ektorat Uni(ersitas Truno)o%o


>D!! + 167? )ipakai D!! + 15


95/270

HA*. !3 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"


Ara ?

0c !5 4pa %#pe P1

P 15653 kg umlah ( tiang


Ht 8 mm *# 15 mm

) 7( mm

1

5 mm

5 mm

13 mm

13 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>1313?R7( B 38(8 mm!

:c1 B

B >1!=1? >!5J.5 =6? 38(8

B 6! " L 6! kg

:c! BB >!5J.5 =3? 38(8

B 6(13333 " L 6(1333.33 kg

Diambil #ang terkecil +++M :c B 6(1333.33 kg

Cek $ :c M

6(1333 M !688.333 >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? !5. 4pa Ht 8 mm

0# >ba-a? 35. 4pa b 15 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



96/270

HA*. !( )ari !8 PEMBANGUNAN GUDANG BAAN !AD"


pile cap B !88 kg=m

.375 m 1P

.75 m

*1 B .38 m 1P B 313 kg

* B .75 m

4u B 1.! > 1P.*1 + 1=!..*J!?

B 1.! >313.!5.375+1=!!88.75J!?

B 788.6 kgm

pile cap B Ht !(B .8 1.5 !( B !88 kg=m

pmin B B .!5

pmak B '75 >'85 !5?=35 '85 I6=>635?

B .!((

4u B 788.6!5 kgm B 7.8 k"m

) B 8 + 6 B 7(. mm B .8

n B >7.8 1J6? B .1! 4pa

>'8 15 7(J!?

9 B '85 U 1 +sQrtI1 + >!'353 .1!?=!5Y

B .5

p B .5 !5=35 B . M .!5

F .!((

ppakai B 0.00

As B .!5 15 7( B 0667.88 mm!

))0 di%a'ai

A# !775. 1( D16 !813 mm!

>D16 + 115? )ipakai D16 + 1

Ara

0c !5 4pa %#pe P!

P 15653 kg umlah 5 tiang


Ht 8 mm *# 15 mm

) 7( mm

1

5 mm

c

bklm


97/270



5 mm

13 mm

13 mm

Pe!ula!ga! Pile Ca%

(ata-/ata

0c >beton? !5. 4pa Ht 8 mm

0# >ba-a? 35. 4pa b 15 mm

6 mm

pile cap B !88 kg=m

.375 m 1P

.75 m

*1 B .38 m 1P B 3131 kg

* B .75 m

4u B 1.! > 1P.*1 + 1=!..*J!?

B 1.! >313.6.375+1=!!88.75J!?

B (36.77 kgm


pmin B B .!5

pmak B '75 >'85 !5?=35 '85 I6=>635?

B .!((

4u B (36.77 kgm B (.37 k"m

) B 8 + 6 B 7(. mm B .8

n B >(.37 1J6? B .66 4pa

>'8 15 7(J!?9 B '85 U 1 +sQrtI1 + >!'353 .66?=!5Y

B .3

p B .3 !5=35 B . M .!5

F .!((

ppakai B 0.00

As B .!5 15 7( B 0667.88 mm!

))0 di%a'ai

A# !775. 1( D16 !813 mm!

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


98/270



>D16 + 115? )ipakai D16 + 1


99/270

HA* C+15&an)utan Gedung Aula


Pile Ca% Ty%e P /5 tia!g 3 Ara ? / 27812781578 ))03

Data , data

0c ! 4pa %#pe P1


Selimut beton 6 mm * 1(5 mm

Ht 35 mm *# 1(5 mm

) ! mm

1

5 mm

5 mm

85 mm

85 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>8585?R! B 86 mm!

:c1 BB >1!=1? >!J.5 =6? 86

B !!(763 " L !!(76.3 kg

:c! B

B >!J.5 =3? 86

B 1(68(! " L 1(68(.! kg

Diambil #ang terkecil +++M :c B 1(68(.! kg

Cek $ :c F

1(68( F !13333.33 >not?erarti )imensi pile cap ti)ak bisa )ipakai.

Pe!ula!ga! Pile Ca%

(ata-/ata


0# >ba-a? 35. 4pa b 1(5 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3

"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument

Penulangan Pile Cap


100/270


101/270



Penulangan Pile Cap

0c ! 4pa %#pe P!


Selimut beton 6 mm * 1(5 mm

Ht 35 mm *# 1(5 mm) ! mm

1

5 mm

5 mm

85 mm

85 mm

Pe!ula!ga! Pile Ca%

(ata-/ata


0# >ba-a? 35. 4pa b 1(5 mm

6 mm

pile cap B 1!18 kg=m

.(5 m !P

.75 m

*1 B .(5 m !P B 85333 kg

* B .75 m

4u B 1.! > !P.*1 + 1=!..*J!?

B 1.! >85'333.33.(5+1=!1!18.75J!?

B (5668.3 kgm

pile cap B Ht !(

B .35 1.(5 !( B 1!18 kg=m

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


102/270



Penulangan Pile Cap

pmin B B .!5

pmak B '75 >'85 !5?=35 '85 I6=>635?

B .!((

4u B (5668.!5 kgm B (56.6 k"m

) B 35 + 6 B !. mm

B .8

n B >(56.6 1J6? B (.6813 4pa

>'8 1(5 !J!?

9 B '85 U 1 +sQrtI1 + >!'353 (.6813?=!5Y

B .!1(3

p B .!1(3 !5=35 B .153 M .!5

F .!((

ppakai B 0.0'

As B .153 1(5 ! B :257.78 mm!

))0 di%a'ai

A# 6(35.5 D13 + 1 > 1'3!7 mm! ?


103/270


PERHITUN+AN PILE CAP TPE P0

Ara ?

0c !5 4pa %#pe P!

P 5( kg umlah ! tiang


Ht 6 mm *# 15 mm

) 5( mm

1

3 mm

5 mm

mm

11 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>11?R5( B !16 mm!

:c1 B

B >1!=1? >!5J.5 =6? !16

B 5( " L 5( kg

:c! BB >!5J.5 =3? !16

B 36 " L 36 kg

Diambil #ang terkecil +++M :c B 36 kg

Cek $ :c M

36 M 83( >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? !5. 4pa Ht 6 mm

0# >ba-a? 35. 4pa b 15 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



104/270



&+T;R$&T%E;

pile cap B !16 kg=m

.38 m 1P

.75 m

*1 B .38 m 1P B !5! kg

* B .75 m

4u B 1.! > 1P.*1 + 1=!..*J!?

B 1.! >!5!.38+1=!!16.75J!?

B (11.1 kgm


pmin B B .!5

pmak B '75 >'85 !5?=35 '85 I6=>635?

B .!((

4u B (11.1! kgm B (.1! k"m

) B 6 + 6 B 5(. mm B .8

n B >(.1! 1J6? B .118 4pa

>'8 15 5(J!?9 B '85 U 1 +sQrtI1 + >!'353 .118?=!5Y

B .5

p B .5 !5=35 B . M .!5

F .!((

ppakai B 0.00

As B .!5 15 5( B 0807.88 mm!

))0 di%a'ai

A# !!5. 11 D16 !!11 mm!

(5. >D16 + 15? )ipakai D16 + 1

Ara

0c !5 4pa %#pe P!

P 5( kg umlah 1 tiang


Ht 6 mm *# 15 mm

) 5( mm

1

3 mm

A# pembagi

c

bklm


105/270



5 mm

mm

11 mm

Pe!ula!ga! Pile Ca%

(ata-/ata


0# >ba-a? 35. 4pa b 75 mm

6 mm

&+T;R$&T%E;

pile cap B !16 kg=m

m P

.75 m

*1 B . m P B kg

* B .75 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >+1=!!16.75J!?

B +7!. kgm

pile cap B Ht !(B .6 .75 !( B 18 kg=m

pmin B B .!5

pmak B '75 >'85 !5?=35 '85 I6=>635?

B .!((

4u B +7! kgm B +7.! k"m

) B 6 + 6 B 5(. mm B .8

n B >+7.! 1J6? B +.(17 4pa

>'8 75 5(J!?9 B '85 U 1 +sQrtI1 + >!'353 +.(17?=!5Y

B +.17

p B +.17 !5=35 B +.1 M .!5

F .!((

ppakai B 0.00

As B .!5 75 5( B 80.78 mm!

))0 di%a'ai

A# 11!.5 6 D16 1!6 mm!

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


106/270

HA*. ! )ari !8 PEMBANGUNAN GUDANG BAAN !AD"


!!.5 >D16 + 15? )ipakai D16 + 1A# pembagi


107/270


PERHITUN+AN PILE CAP TPE P2

Ara ?

0c 3 4pa %#pe P(



Ht 5 mm *# 1 mm

) (( mm

1

( mm

( mm

mm

mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>?R(( B 158( mm!

:c1 B

B >1!=1? >3J.5 =6? 158(

B (33763 " L (3376.!7 kg

:c! BB >3J.5 =3? 158(

B !8175 " L !817.51 kg

Diambil #ang terkecil +++M :c B !817.51 kg

Cek $ :c M

!818 M !!675 >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? 3. 4pa Ht 5 mm

0# >ba-a? (. 4pa b 1 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



108/270

HA*. 6( )ari 77 #ektorat Uni(ersitas Truno)o%o


&+T;R$&T%E;

pile cap B 1! kg=m

.!5 m P

.5 m

*1 B .!5 m P B kg

* B .5 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >.!5+1=!1!.5J!?

B +18. kgm

pile cap B Ht !(

B .5 1 !( B 1! kg=m

pmin B B .!5

pmak B '75 >'85 3?=( '85 I6=>6(?

B .!((

4u B +18 kgm B +1.8 k"m

) B 5 + 6 B ((. mm B .8

n B >+1.8 1J6? B +.116 4pa

>'8 1 ((J!?

9 B '85 U 1 +sQrtI1 + >!'353 +.116?=3YB +.(

p B +.( 3=( B . M .!5

F .!((

ppakai B 0.00

As B .!5 1 (( B 88.88 mm!

))0 di%a'ai

A# 11. 7 D16 1(7 mm!

!!. >D16 + 167? )ipakai D16 + 15

Ara

0c 3 4pa %#pe P!



Ht 5 mm *# 1 mm

) (( mm

1

( mm

A# pembagi

c

bklm


109/270



( mm

mm

mm

Pe!ula!ga! Pile Ca%

(ata-/ata

0c >beton? 3. 4pa Ht 5 mm

0# >ba-a? (. 4pa b 1 mm

6 mm

&+T;R$&T%E;

pile cap B 1! kg=m

.!5 m P

.5 m

*1 B .!5 m P B kg

* B .5 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >.!5+1=!1!.5J!?

B +18. kgm

pile cap B Ht !(B .5 1 !( B 1! kg=m

pmin B B .!5

pmak B '75 >'85 3?=( '85 I6=>6(?

B .!((

4u B +18 kgm B +1.8 k"m

) B 5 + 6 B ((. mm B .8

n B >+1.8 1J6? B +.116 4pa

>'8 1 ((J!?9 B '85 U 1 +sQrtI1 + >!'353 +.116?=3Y

B +.(

p B +.( 3=( B . M .!5

F .!((

ppakai B 0.00

As B .!5 1 (( B 88.88 mm!

))0 di%a'ai

A# 11. 7 D16 1(7 mm!

hklm

bo B bklm

!R.5RHt

ho B hklm

!R.5RHt

) /3


110/270


111/270

HA*. 38.1 )ari (!

DAA DU$UN+ TANAH PLAT SETEMPAT P /08?083

Dire!&a!a'a! %"!da#i %elat %"!da#i

B !!(51 kg

* B 1! cm

1

!

1!

Peritu!ga! Daya Du'u!g P"!da#i

Pon)asi pelat la-ur )iletakkan )iatas urugan sirtu pa)at tBcm

B .3! kg=cm!

+ *uas tapak pon)asi >A? B 1!1! B 1('(. cm!

+ eban total B !!'(51. kg

+ Da#a )ukung pon)asi plat B P = A

B !!'(51.

1('(

B 1.56 kg=cm! M .3! kg=cm!

/!"t "'3

Dire!&a!a'a! )e)a'ai ga-u!ga! %"!da#i %elat %"!da#i #trau##

* B 1! cm P B !!(51 kg

1

!

1!

1

Kekurangan )a#a )ukung sebesar B

B 1.56 + .3! B 1.!( kg=cm!

atau B 1.!( kg=cm! 1!cm 1!cm B 17'8(3. kg

Kekurangan tersebut akan )ibebankan pa)a pon)asi tiang sebagai berikut $

P

+ %egangan i-in tanah sirtu )iasumsi > ?

"o. Doc $ %"=SKS",=%S=8+!e $u)ul Dokument Da#a Dukung %anah


112/270

HA*. 38.! )ari (!

"o. Doc $ %"=SKS",=%S=8+!e $u)ul Dokument Da#a Dukung %anah

PONDASI TIAN+ DIA 4 58 , 8)

Dipakai $

+ )iameter B 3 cm 1

+ pan-ang B 1 cm

+ *uas penampang tiang >A? B 76.86 cm!

+ Keliling tiang >K? B (.!5 cm

+ Dari hasil test tanah ' )iperoleh $ (#on!ir #')

+ Cn B 55 kg=cm!

+ HP B 55 kg=cm

+ Da#a )ukung 1 bh pon)asi %iang $

P BA. Cn

K. HP

3 5

B38877.!

51836.!7

3 5

B 1!5.7 1367.!56

B !3'3!6.33 kg

B !3.33 ton

JUMLAH TIAN+ PANCAN+

P B 18 = !3.33

B .8 buah L 1 buah


113/270

HA*. (! )ari (! PEMBANGUNAN GUDANG

PERHITUNGAN PONDASI

Ty%e Di)e!#i ! , %ile D / ) 3 S / ) 3 ) ! E P i(i! Pi(i! ? E ? ! A1ial

%a!&a!g / t"! 3 / t"! 3 / t"! 3

P1 !5!5 + 18m ! .5 1.5 ! 1 .5 136.5 !58.5 M 177

P! !5!5 + 18m 1 .5 1 1 1. 136.5 136.5 M 13

E 4 , /ar& tg /DS3//!,3.0/),3.03/@8.).!33 > Conerse + *abarre eQuation ?

$etera!ga!

D $ )imensi tiang

S $ -arak antar tiang

m $ -umlah baris tiang arah +

n $ -umlah baris tiang arah + #

"o. Doc $ %"=SKS",=


114/270

HA*. !6 )ari !

PENULAN+AN B"re Pile/D583

Data , data

4utu beton K+! ! kg=cm! !

4utu a-a @+!( !( kg=cm! !(

%iang ulat ' pan-ang sisi >cm? 3 3

@kuran 2 umlah atang %ulangan >mm? 5 )1!

Ab- B 5.7 cm!

*uas penampang %iang 77 cm!

Peritu!ga!

%eg i-in tekan beton B .33 !

B 66 kg=cm!

%eg i-in tarik ba-a B .58 !(

B 13!. kg=cm!

P Aial #ang )apat )ipikul oleh tiang B >66 77?>13! 5.7?

B 5(5!.!3 kg

B 5(.5! ton

Sa0et# /actor B !.73

P #ang )iiinkan B ! ton

"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument Penulangan %iang Pancang


115/270

HA*. !7 )ari !

PENULANGAN PLAT TANGGA ATAS DAN BA"AH

Data , data+ alok )iambil bentang #ang terpan-ang

+ %umpuan -epit+-epit

tebal plat .15 m 0c >beton? ! 4pa

tebal spesi ! cm 0# >ba-a? 3 4pa

tebal tegel 3 cm ) ! mm

beban pla0on) kg=m! * 1.5 m

beban penggantung kg=m! optre) .3 m

beban AC pipa kg=m! antra)e .17 m

tebal air hu-an m (5. )era-at

beban guna 3 kg=m!

+a)-ar Re!&a!a

1'(7!.5( kg=m

1'(7!.5( kg=m

1.5 m

! m 1.5 m

Q B 1'(7!.5( kg=m!

Pe)-e-a!a!,eban terbag% rata

Beban mati

pelat B

I.15=cosA .17=! !( B 713.117 kg=m!

spesi B ! !1 B (!

keramik B 3 !( B 7!

pla0on) B

penggantung B

AC pipa B

DD B 8!7.117 kg=m!

Beban hi!up

;D


116/270


117/270

HA*. ! )ari !

"o. Doc $ %"=SKS",=%S=7e $u)ul Dokument Penulangan %angga

4u B 1'3!5.! kgm B 13.!5 k"m

) B 15 + ! B 13 mm

B .8n B >13.!5 1J6? B .8! 4pa

>'8 1 13J!?

9 B '85 U 1 +sQrtI1 + >!'353 .8!?=!Y

B .55 As >mm!?

p B .55 !=3 B .3( M .(7 66.666667

F .!(1 313.83333

ppakai B 0.001

As B .(7 1 13 B :8:.:6 mm!

As B .! 1 13 B 0:8.88 mm!

66.67 D1! + 175 > 6(6 mm! ?

%ulangan >tul tekan !6. D8 + ! > !51 mm! ?

+a)-ar Pe!ula!ga!

Tula!ga!>tul tarik?


118/270

$"de B /))3 H /))3 A /))03 J)l /-3 D /))3 A /))03 >

BALO$

1 3 75 !!5 8 1 !!68.!3 1.81!

! 3 (5 135 5 1 1(17.6(( 1.516

3 3 ( 1! ( 1 113(.115 .(56

( ! ( 8 5 16 15.31 1.!56637

5 !5 5 1!5 6 16 1!6.37! .657

! 3 6 3 16 63.1858 1.531

$OLOM

K1 3 5 15 8 16 168.(5 1.7!33

VD,:=Z VD,:=Z

VD,:=Z

VD,:=Z

VD,:=Z


119/270


120/270

HA*. 1 )ari 16 Konsep Dasar Peren'anaan Struktur



+ Peraturan Pembebanan ,n)onesia untuk e)ung + 183 + Peraturan Perencanaan angunan a-a ,n)onesia

Mutu Baa!

a. AA P;/,* + Dipakai mutu $ /e36 > 37? b. A@% + H% $ / 1 % + Angker $ %D ( > 0# B ( 4pa ?

c. 4@%@


121/270

HA*. ! )ari 16 Konsep Dasar Peren'anaan Struktur

"o. Doc $ S%";%


122/270


123/270

HA*. ( )ari 3! To2er Tinggi .1 M

"o. Doc $ ";%m


124/270

HA*. 5 )ari 3! To2er Tinggi .1 M

"o. Doc $ ";%


125/270

HA*. 16 )ari (!

$ONTROL TE+AN+AN BATAN+ TE$AN DAN BATAN+ TARI$ RAN+$A BAJAMa&a) Ba(a Fe 5:8 ko)e ba-a 0

"o. a#a a#a lk >cm? /ro0il ) 0ro0il ' *oment inersia *ubang /br %ebal Plat /pakai' /netto Far

tg Tarik Tekan )ipakai ) , ,# s Diameter' D /tabel titk buhul't /pk >cm!? i >cm?

1./tabel sQr.,=/pk?

>kg? >kg? >cm? (cm1) (cm1) (cm) >cm? >cm? >cm!? (cm)

! +(!13 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

3 +116! 155 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

( 136( 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

5 333 153 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

6 (!3 153 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

7 5765 15! 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

8 61!! 15! 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1! 63 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

1 5(11 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

11 (35 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

1! !81 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

13 6!5 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

1( +!3 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

15 +5166 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

16 +87 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

18 +1!737 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

1 6(8 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!

DAlat sambung

Alat sambung'*b

Ptr Ptk Gpk+!.+b

u)ul Dokument Kontrol %egangan angka a-a


126/270

HA*. 6 )ari 3! To2er Tinggi .1 M


/C >4pa? !!.5 b >mm? 3 1

/>4pa? 3! h >mm? 3

P;RH%Tk"m?Pu= >k"?

Ag >mm!?

Pu=>'85R0cRAgRW?


&perlu

(mm)

"o. Doc $ %"=SKS",=A*D;=5+!e $u)ul Dokument

Diagram ,nteraksi Kolom

! !.!1 !." !."1 !.2 !.21!

!.2

!.

!./

!.0

"

".2

".

Mn (kN-M)

Pn

(kN)


127/270

HA*. 1( )ari !1 &oading Do'k

PERHITUN+AN PEDESTAL P /07573

Data Data Diagra)

M! 33.88331 56.6637!(

M!- 1!7.66185 163.56316

M! 33.88331 56.6637!(

P" !6.731 !!85.76!6!

P!)a1 165.36!5 18!8.611

P!- 676.1!!! 66.566

TULAN+AN LENTUR $OLOM $OTA$ P

0c >4pa? 0# >4Pa? 4Pa? e# b >mm? h >mm? Ag >mm? Coer >mm?

!!.5 ( ! !.k"m?

! ! D16 (! C33 7.1( .8 71(

3 3 D16 63

(

5

6

7

8

%otal ars 168

,egel ' /1$

# 1/0

# 6

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B

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INTERACTION DIAGRAM

M ,#N5M-

P

,#N-

"o. Doc $%"=SKS",=A*D;=5+3e $



128/270

HA*. 17 )ari 3! To2er Tinggi 0/ M

PERHITUNGAN ANGKURSambungan I1 baut = I! Paku keling O 1

Ju)la A!g'ur /5 D0 3

ata-!ata (#$%)P 178 kg

2 mm /u >4pa? (

)iameter alat sambung >)? 0 mm

Fumlah alat sambung

:n B 1 .75 .( .!5 3.1(1!J! (

B 1357! "

n B !.( .75 1! ( ( B 3(56 "

"ma B 3(56 "

n B > 178=.75 ? B .7 buah LLL 0 buah

3(56

umlah baut B 5 buah

Kekuatan baut

P B 3 3(56 B 13'68 " M 1'78 " >;K?

Perhitungan Panjang &ngker

4utu beton K175 -. 33=37=(1=((=5==5! 56

175 kg=cm! 16 kg=cm!

!8 kg=cm!

D .0 cm 1.13 cm!

*n B .1( 1.13 !8 MB .13 1.! !8 (PB% = 1)

sQrt> 175 ?

B !(. F 3!.((8 ga!ti

L 28 cm

Sehingga )ipakai angker D1! + ( cm

tebal plat sambung ()

+ sambungan iristunggal

b a

m

"o. Doc $ =PP,=%S=3e $u)ul Dokument

umlah Sambungan )engan aut


129/270



Ara ? da!

0c !!.5 4pa %#pe P1



Ht ( mm *# 8 mm

) 3( mm

1

3 mm

3 mm

7 mm

7 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>77?R3( B 5! mm!

:c1 B

B >1!=1? >!!.5J.5 =6? 5!

B !!57866 " L !!5786.6! kg

:c! BB >!!.5J.5 =3? 5!

B 155!(( " L 155!(.(! kg

Diambil #ang terkecil +++M :c B 155!(.(! kg

Cek $ :c M

155!( M !6.66667 >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? 3. 4pa Ht ( mm

0# >ba-a? !(. 4pa b 8 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



130/270



&+T;R$&T%E;

pile cap B 768 kg=m

m P

.!5 m

*1 B . m P B kg

* B .!5 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >+1=!768.!5J!?

B +!8.8 kgm

pile cap B Ht !(

B .( .8 !( B 768 kg=m

pmin B B .!5

pmak B '75 >'85 3?=!( '85 I6=>6!(?

B .(8(

4u B +!8.8 kgm B +.! k"m

) B ( + 6 B 3(. mm B .8

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9 B '85 U 1 +sQrtI1 + >!'353 +.3?=3YB +.1

p B +.1 3=!( B . M .!5

F .(8(

ppakai B 0.00

As B .!5 8 3( B :=8.88 mm!

))0 di%a'ai

A# 68. 7 )1! 71 mm!

136. >D1! + 133? )ipakai D1! + 1A# pembagi


131/270

HA*. ! )ari 3! To2er Tinggi 0/ M

PERHITUN+AN PILE CAP TPE P0 /P"!da#i Tari'a!3

Ara ? da!

0c !!.5 4pa %#pe P! >Pon)asi %arikan?



Ht ! mm *# 8 mm

) 1( mm

1

3 mm

3 mm

5 mm

5 mm

Ce' +e#er P"!#

A B !R>boho?R)

B !R>55?R1( B !8 mm!

:c1 B

B >1!=1? >!!.5J.5 =6? !8

B 66(78 " L 66(7.831 kg

:c! BB >!!.5J.5 =3? !8

B ((!71 " L ((!71.887 kg

Diambil #ang terkecil +++M :c B ((!71.887 kg

Cek $ :c M

((!7! M 11(3.3333 >ok?


Pe!ula!ga! Pile Ca%

(ata-/ata0c >beton? 3. 4pa Ht ! mm

0# >ba-a? !(. 4pa b 8 mm

6 mm

c

bklm

hklm

bo B bklm

!R.5RHt

ho B hklm !R.5RHt

>1!=c? >0c.5=6? A

>0c.5=3? A

P =

) /3



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HA*. !1 )ari 3! To2er Tinggi 0/ M


&+T;R$&T%E;

pile cap B 38( kg=m

m P

.!5 m

*1 B . m P B kg

* B .!5 m

4u B 1.! > P.*1 + 1=!..*J!?

B 1.! >+1=!38(.!5J!?

B +1(.( kgm

pile cap B Ht !(

B .! .8 !( B 38( kg=m

pmin B B .!5

pmak B '75 >'85 3?=!( '85 I6=>6!(?

B .(8(

4u B +1(.( kgm B +.1( k"m

) B ! + 6 B 1(. mm B .8

n B >+.1( 1J6? B +.115 4pa

>'8 8 1(J!?

9 B '85 U 1 +sQrtI1 + >!'353 +.115?=3YB +.(

p B +.( 3=!( B . M .!5

F .(8(

ppakai B 0.00

As B .!5 8 1( B 0=8.88 mm!

))0 di%a'ai

A# !8. 5 )1! 565 mm!

56. >D1! + !? )ipakai D1! + !A# pembagi


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HA*. !! )ari 3!To2er Tinggi 0/ M

PENULAN+AN TIAN+ PANCAN+ B"re Pile/D583

Data , data

4utu beton K+!!5 !!5 kg=cm! !!5

4utu a-a @+!( !( kg=cm! !(

%iang ulat ' pan-ang sisi >cm? 3 3

@kuran 2 umlah atang %ulangan >mm? 6 )1!

Ab- B 6.8 cm!

*uas penampang %iang 77 cm!

Peritu!ga!

%eg i-in tekan beton B .33 !!5

B 7(.!5 kg=cm!

%eg i-in tarik ba-a B .58 !(

B 13!. kg=cm!

P Aial #ang )apat )ipikul oleh tiang B >7(.!5 77?>13! 6.8?

B 61!5.33 kg

B 61.!5 ton

Sa0et# /actor B !.(8

P #ang )iiinkan B !5 ton

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D. G&DANG




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GORDINGor)ing >C"P1.5.!.1'8?' %rekstang D1!' Sag rog D1

Peritu!ga! +"rdi!gata-!ata

+ arak ku)a+ku)a ma B 755 cm + ko)e>1+18? 0

+ umlah penggantung 8 533 cm >*? + or)ing

+ entang ku)a+ku)a B :88 cm

+ arak or)ing B 08 cm >*#?




+ Direncanakan or)ing CNP 88 t4.= )) (?$P00.0.0.8/)

9 B 11.6635 cm3

9# B (.!(5 cm3, B 58.3! cm(

,# B 13.6( cm(

A B 3. cm!

g B 3.3 kg=m

Peninjauan #earah #umbu , - ,

1. erat sen)iri B 3.3 cos ! B !.8( kg=m

41 B 1=8 !.8( 5.33J! B 0.02 kgm

!. s. Atap B 1.! !5 cos ! B !8.1 kgm

4! B 1=8 !8.1 5.33J! B 00. kgm

3. 4uatan Angin

9 B .! ! + .( B

91 B 1.! ( B c

43 B 1=8 5.33J! B 0.00kgm

9! B + .( 1.! ( B +1.! kg=m4( B 1=8 +1.! 5.33J! B -6/./ kgm

3. eban erguna > P ? B 1 kg

45 B 1=( cos ! 1 5.33 B . kgm

(. Kombinasi 4uatan

41 4! 43 B 11.! kgm

41 4! 45 B !35.(! kgm

Peninjauan #earah #umbu 3 - 3

1. erat sen)iri B 3.3 sin ! B 1.3 kg=m

41 B 1=8 1.3 >1.!?J! B 0.2 kgm

!. s Atap B !5 sin ! B 8.55 kg=m

Q B Q cos

Q# B Q sin

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u)ul Dokument Perhitungan or)ing=alok Anak


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HA*. 7 )ari (! *F% *4F4K;RT4

"o. Doc $

hitung struktur baja beton 3

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