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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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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
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C. PEKERJAAN ATAP BAJA
Pembangunan Gedung Opti! dan To!o
J". Sriwi#a$a No. % Jombang
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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@%@
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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
SAMBUNGAN BAUT DAN LAS1
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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HA*. !5 )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
"o. Doc $ =S",=%S=!+1e $u)ul Dokument
Pelat Dasar Kolom
SAMBUNGAN BAUT DAN LAS1
Ju)la Alat Sa)-u!g
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HA*. !6 )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
"o. Doc $ =S",=%S=!+1e $u)ul Dokument
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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HA*. !7 )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
"o. Doc $ =S",=%S=!+1e $u)ul Dokument
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 (!
"o. Doc $ K=PKK,=%S=1e $u)ul Dokument
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
+ 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
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
+ erat penutup atap B 78 kg=m!
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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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
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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 +
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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
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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
+"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
4
/&)3 4 1:
4
/&)3 4 1:
"o. Doc $ K=PKK,=%S=3e $u)ul Dokument
Sambungan aut )an Plat
(5.6 (8.5
!!.
1.55
1(1.37
3!3.(!!.
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HA*. ! )ari (!
"o. Doc $ K=PKK,=%S=3e $u)ul Dokument
Sambungan aut )an Plat
Titi' Tu)%u N". @ -ata!g 2 /. kg tekan
+"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 ! ((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
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HA*. !1 )ari (!
"o. Doc $ K=PKK,=%S=3e $u)ul Dokument
Sambungan aut )an Plat
Titi' Tu)%u N". 0 -ata!g : P 4 /.66kg 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 18.66 kg /a)a!3
Titi' Tu)%u N". 7 -ata!g = .1 kg tekan
+"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 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
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HA*. !3 )ari (!
"o. Doc $ K=PKK,=%S=(e $u)ul Dokument
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 (!
"o. Doc $ K=PKK,=%S=(e $u)ul Dokument
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
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B. BANG&NAN &TA)A
Pembangunan Gedung Opti! dan To!o
J". Sriwi#a$a No. % Jombang
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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 $ ";%
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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
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HA*. 11 )ari (1 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ ";%
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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
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HA*. 13 )ari (1 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ ";%
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HA*. 1( )ari (1 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ ";%
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HA*. 15 )ari (1 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ ";%
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HA*. 16 )ari (1 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ ";%
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HA*. 1 )ari !7 Pembangunan Gedung Optik dan Toko
$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
+ 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@%@
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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
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HA*. 5 )ari !7 Pembangunan Gedung Optik dan Toko
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 $ ";%
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HA*. 6 )ari !7 Pembangunan Gedung Optik dan Toko
"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 ! >
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HA*. 7 )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ ";%
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HA*. 8 )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ ";%
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HA*. )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ ";%
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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$
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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
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1( 6'68
15 8'8(
11 ('66
111 8'(7
11! '7!
113 ('8
11( 7'557115 7'7
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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
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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
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HA*. 16 )ari 33 #umah Tinggal $itraland Suraba%a
"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument
;utput a#a Dalam
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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
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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)!
"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument
Penulangan Plat lantai >%abel C@?
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HA*. 1 )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument
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
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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
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HA*. 15 )ari 33
Ta-el Pe!ula!ga! L"!gitudi!al Bal"'
E baa 2$$$$$ M&a
5* 7 2"
5 7 3"$ M&a
Ting- Type $o. btg *tu Kg* b h ! ?ma" *n ma" beton Rn @ @ ma"
kat (;T&B#) *lu Kg* (mm) (mm) (mm) (mm) (mm) ($) (kg.m) A *u0./ perlu
*antai
)ua
>!6? D !3 0/1 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan !.368 .383 .!88
%1'68(=*5'3(! D / 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.!1 .383 .!881>37? D 8! 020 '00 00 635 (1.1 3.8 16!3 8!663 %)k perlu tul tekan !.67 .383 .!88
%15'338=*7'66 D 1 '00 00 635 (1.1 3.8 16!3 8!663 %)k perlu tul tekan 1.85 .383 .!88
!>!35? D 8 1 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan (.57 .383 .!88
%5'151=*!'576 D ! 22 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan (.386 .383 .!88
3>153? D 7! '260 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 5.75( .383 .!88
%3'!1=*1'6 D 3 '61 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan (.!( .383 .!88
Deck
atap
>!6? D (( 626 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.5!! .383 .!88
%6'311=*3'156 D ' 00 600 535 337. !53.( 15(8( 3118 %)k perlu tul tekan 1.161 .383 .!88
!>!35? D 18 /0 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan .((66 .383 .!88
%511=*!56 D ! 20 00 '0 !85 18 135 (87688 1111 %)k perlu tul tekan .681 .383 .!88
3>153? D 76 ' 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 3.81 .383 .!88
%(57=*!! D 3 12' 0 '00 !35 1(8.( 111.3 3156 5661 %)k perlu tul tekan 3.7617 .383 .!88
>15!? ) ' 0 00 135 85.!6 63.5 173!57 1868 %)k perlu tul tekan !.3(57 .383 .!88
%513=*!57 ) 0 00 135 85.!6 63.5 173!57 1868 %)k perlu tul tekan 1.1751 .383 .!88
M&a&er.%tungan %n% .ana berlaku utuk 5* 8 2!9" M&a /%atas %tu n%la% :1 .rs /%gant%
"b.
"ma"
*nma"
"o. Doc $ e $u)ul Dokument
%abel Penulangan *ongitu)inal alok
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HA*. 16 )ari 33
Ta-el Pe!ula!ga! L"!gitudi!al Bal"'
E baa 2$$$$$ 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
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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 .(!
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HA*. 3 )ari 5( #umah Tinggal $i
Ta-el Peritu!ga! Le!tur Bal"'
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.!
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HA*. ( )ari 5( #umah Tinggal $it
Ta-el Peritu!ga! Le!tur Bal"'
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
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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
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HA*. 18 )ari 33 #umah Tinggal $itraland Suraba%a
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$;
(a#ai min
B
! 2! ! /! 0! "!! "2! "!
!
1!!
"!!!
"1!!
2!!!
21!!
!!!
"3 04.01
23 .23 12.2"
INTERACTION DIAGRAM
M ,#N5M-
P
,#N-
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u)ul Dokument Diagram ,nteraksi Kolom
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A/. 01 dari %2 Pembangunan Gedung Optik dan Toko
DIA+RAM INTERA$SI $OLOM /58583
/C >4pa? !!.5 b >mm? 3 1
/>4pa? !( h >mm? 3
P;RH%Tk"?
Ag >mm!?
Pu=>'85R0cRAgRW?
Pu=>'85R0cRAgRW? >e=h?
&perlu
(mm)
=
0
2 0
2 0
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u)ul Dokument Diagram ,nteraksi Kolom
! !.!2 !.! !.!/ !.!0 !." !."2 !." !."/ !."0
!
!.2
!.
!./
!.0
"
".2
Mn (kN-M)
Pn
(kN)
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HA*. 16 )ari !
DIA+RAM INTERA$SI $OLOM /7583
/C >4pa? ! b >mm? 3 1
/>4pa? 3! h >mm? 15
P;RH%Tk"m?Pu= >k"?
Ag >mm!?
Pu=>'85R0cRAgRW?
Pu=>'85R0cRAgRW? >e=h?
&perlu
(mm)
"o. Doc $%"=SKS",=A*D;=5+!e $
u)ul Dokument Diagram ,nteraksi Kolom
! !.!2 !.! !.!/ !.!0 !." !."2
!
!."
!.2
!.
!.
!.1
!./
Mn (kN-M)
Pn
(kN)
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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 $
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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 $
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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?
Pu=>'85R0cRAgRW? >e=h?
&perlu
(mm)
"o. Doc $%"=SKS",=A*D;=5+!e $
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! !.!2 !.! !.!/ !.!0 !." !."2 !." !."/ !."0 !.2
!
!."
!.2
!.
!.
!.1
!./
!.6
!.0
!.4
"
Mn (kN-M)
Pn
(kN)
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HA*. 18 )ari !7 Pembangunan Gedung Optik dan Toko
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
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HA*. 1 )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
&+T;R$&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!
P 1!365 kg umlah 1 tiang
Selimut beton 6 mm * 75 mm
Ht 6 mm *# 75 mm
) 5( mm
1
3 mm
A# pembagi
c
bklm
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HA*. ! )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
3 mm
mm
mm
Pe!ula!ga! Pile Ca%
(ata-/ata
0c >beton? !!.5 4pa Ht 6 mm
0# >ba-a? !(. 4pa b 75 mm
6 mm
&+T;R$&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
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HA*. !1 )ari !7 Pembangunan Gedung Optik dan Toko
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
!!.5 >)1! + (? )ipakai )1! + 1A# pembagi
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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
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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
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HA*. 1 )ari !
"o. Doc $ %"=SKS",=%S=8+1e $u)ul Dokument Penulangan Pon)asi %elapak
B .6 1=3 sQrt>!? 18 1!
B 655.65837!1535 "
B .6 >1 1=1? 1=6 sQrt>!? 18 1!
B 11517.7635358 " M 655.658( " O$
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?
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HA*. ! )ari !
"o. Doc $ %"=SKS",=%S=8+1e $u)ul Dokument Penulangan Pon)asi %elapak
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HA*. 51 )ari 77 #ektorat Uni(ersitas Truno)o%o
PERHITUN+AN PILE CAP TPE P
Ara ?
0c 3 4pa %#pe P1
P 578!1 kg umlah 5 tiang
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
-
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92/270
HA*. 5! )ari 77 #ektorat Uni(ersitas Truno)o%o
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
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!
P 578!1 kg umlah 5 tiang
Selimut beton 6 mm * !5 mm
Ht mm *# !5 mm
) 8( mm
1
8 mm
c
bklm
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HA*. 53 )ari 77 #ektorat Uni(ersitas Truno)o%o
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
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
-
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HA*. 5( )ari 77 #ektorat Uni(ersitas Truno)o%o
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
>D!! + 167? )ipakai D!! + 15
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HA*. !3 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
PERHITUN+AN PILE CAP TPE P
Ara ?
0c !5 4pa %#pe P1
P 15653 kg umlah ( tiang
Selimut beton 6 mm * 15 mm
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
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HA*. !( )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
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
Selimut beton 6 mm * 15 mm
Ht 8 mm *# 15 mm
) 7( mm
1
5 mm
c
bklm
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HA*. !5 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
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
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 (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
-
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HA*. !6 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
>D16 + 115? )ipakai D16 + 1
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HA* C+15&an)utan Gedung Aula
PERHITUN+AN PILE CAP TPE P
Pile Ca% Ty%e P /5 tia!g 3 Ara ? / 27812781578 ))03
Data , data
0c ! 4pa %#pe P1
P 1!8 kg umlah 3 tiang
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
0c >beton? !5. 4pa Ht 35 mm
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
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HA* C+17&an)utan Gedung Aula
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument
Penulangan Pile Cap
0c ! 4pa %#pe P!
P 1!8 kg umlah 3 tiang
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
0c >beton? !5. 4pa Ht 35 mm
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
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HA* C+18&an)utan Gedung Aula
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument
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! ?
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HA*. !6 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
PERHITUN+AN PILE CAP TPE P0
Ara ?
0c !5 4pa %#pe P!
P 5( kg umlah ! tiang
Selimut beton 6 mm * 75 mm
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
-
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HA*. !7 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
&+T;R$&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
pile cap B Ht !(B .6 1.5 !( B !16 kg=m
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
Selimut beton 6 mm * 75 mm
Ht 6 mm *# 15 mm
) 5( mm
1
3 mm
A# pembagi
c
bklm
-
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HA*. !8 )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
5 mm
mm
11 mm
Pe!ula!ga! Pile Ca%
(ata-/ata
0c >beton? !5. 4pa Ht 6 mm
0# >ba-a? 35. 4pa b 75 mm
6 mm
&+T;R$&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
-
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HA*. ! )ari !8 PEMBANGUNAN GUDANG BAAN !AD"
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
!!.5 >D16 + 15? )ipakai D16 + 1A# pembagi
-
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HA*. 63 )ari 77 #ektorat Uni(ersitas Truno)o%o
PERHITUN+AN PILE CAP TPE P2
Ara ?
0c 3 4pa %#pe P(
P 1365 kg umlah 1 tiang
Selimut beton 6 mm * 1 mm
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
-
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HA*. 6( )ari 77 #ektorat Uni(ersitas Truno)o%o
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
&+T;R$&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!
P 1365 kg umlah 1 tiang
Selimut beton 6 mm * 1 mm
Ht 5 mm *# 1 mm
) (( mm
1
( mm
A# pembagi
c
bklm
-
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HA*. 65 )ari 77 #ektorat Uni(ersitas Truno)o%o
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
( mm
mm
mm
Pe!ula!ga! Pile Ca%
(ata-/ata
0c >beton? 3. 4pa Ht 5 mm
0# >ba-a? (. 4pa b 1 mm
6 mm
&+T;R$&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
-
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-
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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 > ?
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HA*. 38.! )ari (!
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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
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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 + #
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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
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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
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HA*. ! )ari !
"o. Doc $ %"=SKS",=%S=7e $u)ul Dokument Penulangan %angga
4u B 1'3!5.! kgm B 13.!5 k"m
) B 15 + ! B 13 mm
B .8n B >13.!5 1J6? B .8! 4pa
>'8 1 13J!?
9 B '85 U 1 +sQrtI1 + >!'353 .8!?=!Y
B .55 As >mm!?
p B .55 !=3 B .3( M .(7 66.666667
F .!(1 313.83333
ppakai B 0.001
As B .(7 1 13 B :8:.:6 mm!
As B .! 1 13 B 0:8.88 mm!
66.67 D1! + 175 > 6(6 mm! ?
%ulangan >tul tekan !6. D8 + ! > !51 mm! ?
+a)-ar Pe!ula!ga!
Tula!ga!>tul tarik?
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$"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
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HA*. 1 )ari 16 Konsep Dasar Peren'anaan Struktur
$ONSEP DASAR PERENCANAAN STRU$TUR
Da#ar,Da#ar Peratura! Pere!&a!aa!
+ 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@%@
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HA*. ! )ari 16 Konsep Dasar Peren'anaan Struktur
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HA*. ( )ari 3! To2er Tinggi .1 M
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HA*. 5 )ari 3! To2er Tinggi .1 M
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HA*. 16 )ari (!
$ONTROL TE+AN+AN BATAN+ TE$AN DAN BATAN+ TARI$ RAN+$A BAJAMa&a) Ba(a Fe 5:8 ko)e ba-a 0
"o. a#a a#a lk >cm? /ro0il ) 0ro0il ' *oment inersia *ubang /br %ebal Plat /pakai' /netto Far
tg Tarik Tekan )ipakai ) , ,# s Diameter' D /tabel titk buhul't /pk >cm!? i >cm?
1./tabel sQr.,=/pk?
>kg? >kg? >cm? (cm1) (cm1) (cm) >cm? >cm? >cm!? (cm)
! +(!13 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
3 +116! 155 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
( 136( 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
5 333 153 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
6 (!3 153 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
7 5765 15! 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
8 61!! 15! 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1! 63 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
1 5(11 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
11 (35 151 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
1! !81 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
13 6!5 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
1( +!3 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
15 +5166 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
16 +87 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
18 +1!737 15 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
1 6(8 15( 777 !.(7 (!.( (!.( 1.7 1.6 1.8 .( 1 .( (.5( !.1!
DAlat sambung
Alat sambung'*b
Ptr Ptk Gpk+!.+b
u)ul Dokument Kontrol %egangan angka a-a
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HA*. 6 )ari 3! To2er Tinggi .1 M
DIA+RAM INTERA$SI $OLOM /58583
/C >4pa? !!.5 b >mm? 3 1
/>4pa? 3! h >mm? 3
P;RH%Tk"m?Pu= >k"?
Ag >mm!?
Pu=>'85R0cRAgRW?
Pu=>'85R0cRAgRW? >e=h?
&perlu
(mm)
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Diagram ,nteraksi Kolom
! !.!1 !." !."1 !.2 !.21!
!.2
!.
!./
!.0
"
".2
".
Mn (kN-M)
Pn
(kN)
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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
#' 0
#min 0
#pakai /1$ - 2"$
(a#ai min
B
! 2! ! /! 0! "!! "2! "! "/! "0!
!
1!!
"!!!
"1!!
2!!!
21!!
"3 6."
INTERACTION DIAGRAM
M ,#N5M-
P
,#N-
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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
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umlah Sambungan )engan aut
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HA*. 18 )ari 3! To2er Tinggi 0/ M
PERHITUN+AN PILE CAP TPE P
Ara ? da!
0c !!.5 4pa %#pe P1
P 178 kg umlah 1 tiang
Selimut beton 6 mm * 8 mm
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
&+T;R$&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
n B >+.! 1J6? B +.3 4pa
>'8 8 3(J!?
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
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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?
P 686 kg umlah 1 tiang
Selimut beton 6 mm * 8 mm
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?
erarti )imensi pile cap bisa )ipakai.
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
"o. Doc $ %"=SKS",=%S=6e $u)ul Dokument Penulangan Pile Cap
&+T;R$&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
"o. Doc $ %"=SKS",=%S=!+!e $u)ul Dokument Penulangan %iang or
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D. G&DANG
Pembangunan Gedung Opti! dan To!o
J". Sriwi#a$a No. % Jombang
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HA*. 6 )ari (! *F% *4F4K;RT4
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 >*#?
+ erat penutup atap B 07 kg=m!
+ erat angin B 28 kg=m!
+ Kemiringan ku)a+ku)a B 08 )era-at
+ 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
"o. Doc $ =PP,=%S=1e $
u)ul Dokument Perhitungan or)ing=alok Anak
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HA*. 7 )ari (! *F% *4F4K;RT4
"o. Doc $