257618915-Contoh-Perhitungan-Struktur-Jembatan.xls

(1)

ANALISIS BEBAN PIER

JEMBATAN SRANDAKAN KULON PROGO D.I. YOGYAKARTA [C]2008:MNI-EC

URAIAN DIMENSI NOTASI SATUAN

Leba !a"a# $!a"% "a"%-"&#'a()

*

+

Leba ',',a $e!a"a# a&)

/.

+

Leba +e1&a# $e+&(a !a"%)

2

+

Leba ','a" !e+ba'a#

b

/3

+

Teba" ("ab "a#'a& !e+ba'a#

0.2

+

Teba" "a&(a# a(a" 4 ,5e"a6

0./

+

Teba" ',',a 7 +e1&a#

0.

+

Teba" 9e#a#9a# a& %!a#

0.0

+

T&#99& 9&1e a'e9a#9

2./

+

T&#99& b&1a#9 (a+&#9 !e+ba'a#

2.*

+

Jaa a#'aa ba", a'e9a#9

(

/.8

+

Pa#!a#9 be#'a#9 !e+ba'a#

L

0

+

Se;&<&; Ga5&'6

Bea' be',# be'%"a#9

2

2

Bea' a(a"

22

Bea' !e#&( a&

3.8

DIMENS I

b

_/

b

₂

b

_

'

(

'

a

'

_'

'



_b



_a N7+

=

_;

>

Bea' be',# '&1a be'%"a#9 $be',#

aba')

=?

;

_>

=

_a

>

=

₌

>

(2)

@EADSTOCK DATA SUNGAI

NOTASI $+) NOTASI $+) KEDALAMAN AIR NOTASI $+)

0.

Saa' ba#!& e#;a#a



/.3

0.

Ra'a-a'a 'a%#a#

/.

2.*

0.*

S%1%' aa a"&a# (%#9a& 'ea1a P&e

/.2

0.*

/0



/8

a

2.2

PIER ALL $COLUMN) TANA@ DASAR PILE CAP

NOTASI $+) NOTASI $+)

/8.

B



/.

/





/.2

*

K,e(& C >



Pa

2.8

PILE-CAP BA@AN STRUKTUR

NOTASI $+) NOTASI $+) M%'% Be',#

/.2

8

M%'% Ba!a T%"a#9a#

2

20 b

_/



_/

@

_b

b

₂



₂

@

_

b

_



_

b

_



_

_

_>

B

_a Bea' 5,"%+e

=

₍

>

N7+

B

_; S%1%' 9e(e

 >

L

_;

B

_b K -

00



_

B

_F U -

3



_'

B

₆

(3)

I. ANALISIS BEBAN KERJA

1. BERAT SENDIRI (MS) 1. BERAT SENDIRI (MS)

Berat sendiri ( self weight ) adalah berat bahan dan bagian jembatan yang mer!a"an elemen str"tral# ditambah dengan elemen n$n%str"tral yang di!i"lnya dan bersifat teta!. Berat sendiri dibeda"an menjadi & ma'am# yait berat sendiri str"tr atas# dan berat sendiri str"tr bawah.

1.1. BERAT SENDIRI STRUKTUR ATAS 1.1. BERAT SENDIRI STRUKTUR ATAS

N$. Beban (m)b (m)t arameter $lme(m)L n

* Slab *+ ,.& -, *

& e'" Slab *.&* ,.,/ -, 0

1 2r$t$ar (slab# sandaran# dll) -, &

- Bal$" !rategang -, *,

3 iafragma -, 0

2$tal berat sendiri str"tr atas#

Leta" 44" berat str"tr atas terhada! f$ndasi#

5a 6 ht 7 L' 7 a 7 ha8& 6 *&.3/3 m

1.2. BERAT SENDIRI STRUKTUR BAWAH 1.2. BERAT SENDIRI STRUKTUR BAWAH BERAT HEADSTOCK

BERAT HEADSTOCK

N9 ARA:E2ER BERA2 BA;IAN BERA2

b

(m) (m)h (m)L Sha!e ("N)

* ,.1 ,.1 *< * -,.3

& *.0 ,.- *< * 1-&

1 &./ ,./3 *< * 0**.&3

- *.& ,./3 *3.& * 1-&

3 *.3 ,./3 *3.& * -&/.3

Berat headst$'"# =h6 &,+1.&3

Leta" 44" berat terhada! alas# yh 6 :h 8 =h 6

(4)

BERAT PIER WALL (COLUMN) BERAT PIER WALL (COLUMN)

N9 ARA:E2ER BERA2 BA;IAN Jmlah

b

(m) (m)h (m)L Sha!e

+ 3 *.& / * &

/ *.& / &

Berat ier =all =' 6

Leta" 44" berat terhada! alas# y' 6 :' 8 =' 6

Leta" 44" berat terhada! dasar f$ndasi# 5' 6 y' 7 ht 6

Las !enam!ang ier =all A 6 &> ( B > h 7 ?8- > h& ) 6

Lebar ier =all 6h 8 A 6 Be

Berat pile ap Berat pile ap

n$. !arameter berat bagian Berat

* b h L sha!e

& *.& ,.< */.+ *

-&&.-1 +.< ,.< */.+ ,.3 **0+.<

- < & &, * <,,,

=! 0+*0.&

Leta" 44" berat terhada! alas#

Leta" 44" berat terhada! dasar f$ndasi#

REKAP BERAT SENDIRI STRUKTUR BAWAH (PIER) REKAP BERAT SENDIRI STRUKTUR BAWAH (PIER)

N$ Jenis K$nstr"si Berat ("N)

*@ eadst$'" (ier @ead) =h6 &,+1.&3

& ier =all ($lmn) ='6 &3/3.,,0

1 ile'a! =!6 0+*0.&

2$tal berat sendiri str"tr bawah# ms6 *-&3/.-+

1.! BEBAN AKIBAT BERAT SENDIRI (MS) 1.! BEBAN AKIBAT BERAT SENDIRI (MS)

N$. Berat sendiri ms ("N)

* Str"tr atas *1/00.*

& Str"tr bawah *-&3/.-3<<,0

Beban berat sendiri !ada $ndasi &<,3+.3+

Beban berat sendiri !ada ier =all *<-1/.1+

(5)

Berat Satan Berat ("N) &3 "N8m1 1&,, &3 "N8m1 /+&.1 , "N8m1 , &*.* "N8m1 <--, 1.<< "N8m1 *10+.< *1/00.*

Lengan terhada! alas :$m. Stat ("Nm)

y (m)

a%h*8& &.,3 <1.,&3

a%h*%h&8& *./

3<*.-h-7h18& *.*&3 *,&3.*3+&3

h-8& ,.1/3 *&<.&3 &81>h- ,.3 &*1./3 "N :h6 &,1*.3<*&3 ,.0<-+3*,1+ 0.0<-+3*,1+ :S 6

(6)

BERA2 ("N) Lengan y (m) :$m. Stat ("Nm) &*,, 1.3 /13, -/3.,,<<,0&&&< 1.3 *++&.31,<1&&/0/ &3/3.,,<<,0&&1 :'6 0,*&.31,<1&&/0/ 1.3 m 3.3 m *-.&+*0-+/*,+ m& **.<<-03330&& m

lengan terhada! m$m stat

y (m) ("nm) h!7(ht%h!)8& *.+ +/3.<-h!7(ht%h!)81 *.-++++++++/ */33.1,+++++++/ h!8& ,.+ -<,, :! /&1*.*-+++++++/ y! 6 :! 8 =! ,./3*/-,0+&3 5! 6 y! ,./3*/-,0+&3

(7)

ata @eadst$'" N92ASI (m) N92ASI b* ,.1 h* b& *.0 h& b1 &./ h1 b- *.& h-Ba *< a ier =all ($lmn) N92ASI (m) N92ASI B 3 B' h *.& L' Bb &.< ile%a! N92ASI (m) N92ASI h! *.& BC ht & By

(8)

b* / b& *.3 b1 & b *0 ts ,.& ta ,.*  ,.1 th ,.,3 hb &.* ha &./3 s *.< L -, w' &3 wF' &-wa && ww 0.<

(9)

ata Sngai (m)

,.1 Saat banjir @b 1

,.-R ata%rata @r *.3

,./3 Sdt arah aliran sngai terhada! ier

,./3 *, G

&.&

asar 2anah ile a!

(m) Berat H$l *<.-" N8m1 *.- *3 G /K $hesi#  6 3" a Bahan Str"tr (m) :t Bet$K %1,, < :t baja D%10 &,

satan data !ile 'a!

 6

(10)

m h! *.& bC < m ht & by &, m m m m m m m m m m

(11)

BEBAN MATI TAMBAHAN (MA) BEBAN MATI TAMBAHAN (MA)

Beban ma4 tambahan ( s!erim!$sed dead l$ad )# adalah berat selrh bahan yang menimbl"an sat beban !ada jembatan yang mer!a"an elemen n$n%str"tral# dan mng"in besarnya berbah selama mr jembatan. Jembatan dianalisis hars mam! memi"l beban tambahan se!er4 

*) enambahan la!isan as!al ($Herlay) di "emdian hari#

&) ;enangan air hjan ji"a sis4m drainase 4da" be"erja dengan bai"# 1) emasangan 4ang listri" dan instalasi :E.

N$ Jmlah Berat ("N)

* La!. As!al 7 $Herlay ,.* / -, & && *&1&

& Railing# lights w 6 ,.3 -, & -,

1 Instalasi :E w 6 ,.* -, & <

- Air hjan ,.,3 *0 -, * 0.<

1/&.-Beban ma4 tambahan !ada !ier#

*+3&.-Leta" 44" berat beban ma4 tambahan terhada! f$ndasi#

*&.3/3 m Jenis beban ma4

tambahan 2ebal (m) Lebar (m) anjang (m) w ("N8m1) _:A 6 5a 6 h_t 7 L_' 7 a 7 h_a8& 6

(12)

BEBAN LA"UR (TD) BEBAN LA"UR (TD)

Beban lajr  terdiri dari beban terbagi merata (Dnif$rmly istribted L$ad)# DL dan beban garis (Knife Edge L$ad)# KEL se!er4 terlihat !ada ;ambar *.

DL mem!nyai intensitas M ("a) yang besarnya tergantng !ada !anjang t$tal L yang dibebani lal%lintas se!er4 ;ambar & ata dinyata"an dengan rms sebagai beri"t 

M

6 < "a

M 6 <.,>(,.37*38L) "a nt" L  1, m

nt" !anjang bentang# 6L -, m

M 6< .,>(,.37*38L) 6 /" a

KEL mem!nyai intensitas# ! 6 -- "N8m

;ambar &. Intensitas Dnif$rmly istribted L$ad (DL)

a"t$r beban dinamis (inami' L$ad All$wan'e) nt" KEL diambil sebagai beri"t  LA 6 ,.-LA 6 ,.- % ,.,,&3>(L % 3,) nt" 3, O L O 0, m LA 6 ,.1 nt" L P 1, m nt" L P 3, m nt" L Q 0, m

(13)

;ambar 1. a"t$r beban dinamis (LA)

nt" harga L

6 -, m 6 bt / m 6LA

,.-Besar beban lajr  !ada !ier 

(14)

Jembatan jalan raya diren'ana"an mam! memi"l beban hid! merata !ada tr$t$ar yang besarnya tergantng !ada las bidang tr$t$ar yang did"ngnya. @bngan antara beban merata dan lasan yang dibebani !ada tr$t$ar# dil"is"an se!er4 ;ambar - ata da!at dinyata"an dengan !ersamaan sebagai beri"t 

M

6 3 "a

M 6 3%,#,,11 > (A % *,)" a

M

6 & "a

M 6 beban hid! merata !ada tr$t$ar ("a)

;ambar -.embebanan nt" !ejalan "a"i

anjang bentang 6L -, m

Lebar tr$t$ar b& 6 *.3 m

Jmlah tr$t$ar 6n &

Las bidang tr$t$ar yang did"ng ier A 6 b&>L>n 6 *&,

Beban merata !ada !edestrian M 6 & "a

Beban !ada ier a"ibat !ejalan "a"i &-,K N

Dnt" A  *, mT Dnt" *, mT O A P *,, mT Dnt" A  *,, mT

A 6 las bidang tr$t$ar yang dibebani !ejalan "a"i (mT)

mT 26 A > M 6

(15)

#A$A REM (TB) #A$A REM (TB)

engarh !engereman dari lal%lintas di!erhitng"an sebagai gaya dalam arah memanjang dan diangga! be"erja !ada !erm"aan lantai jembatan. Besarnya gaya rem arah memanjang jembatan tergantng !anjang t$tal jembatan (L t). @bngan antara besarnya gaya rem

dan !anjang t$tal jembatan dil"is"an se!er4 !ada ;ambar 3# ata da!at dinyata"an dengan !ersamaan sebagai beri"t 

;aya rem# &3, KN

;aya rem# &3, 7 &.3 > (Lt % <,) KN

;aya rem# 3,, KN

;ambar 3. ;aya rem

nt"# -, m ;aya rem 6 3,, "N

;aya rem !ada !ier (nt" & jalr lal lintas)# *,,," N

Lengan terhada! f$ndasi *1.1 m

:$men !ada f$ndasi a"ibat gaya rem *11,, "Nm

Lengan terhada! dasar !ier wall **.1 m

:$men !ada !ier wall a"ibat gaya rem **1,, "Nm

2_2B 6 nt" L_tP <, m 2_2B 6 Lnt" P <, _tO *<, m 2_2B 6 nt" L_t Q *<, m L_t 6 L 6 2_2B6 & > &3, 6 U_2B 6 h_t7 L_'7 a 7 h_b 6 :_2B 6 _2B > U_2B 6 UF_2B 6 L_' 7 a 7 h_b 6 :_2B 6 _2B > UF_2B 6

(16)

+. BEBAN AN;IN

+.*. BEBAN AN;IN ARA@ U (:ELIN2AN; JE:BA2AN)

Beban angin dihitng dengan rms sebagai beri"t 

w 6 *.&3

w 6 13 m8det

!anjang bentang# 6L -, m

2inggi bidang sam!ing atas# ha 6 &./3 m

2inggi bidang sam!ing "endaraan# h"6 & m

Ab* 6 L > (ha7 h") 6 *0, m&

Beban angin !ada str"tr atas 

2%E=*6 */-.3+&3 "N

lengan terhada! f$ndasi  U%E=*6 ht7L'7a7ha8&6 *&.3/3 m

m$men !ada f$ndasi a"ibat angin atas  :%E=*6 2%E=*>U%E=* 6 &*03.*&1 "Nm

lengan terhada! dasar !ier wall UFE=*6 L'7a7ha8& 6 *,.3/3 m

m$men !ada !ier wall a"ibat angin atas  :F%E=*6 2%E=* > UF%E=*6 *<-3.00< "Nm

4nggi bidang sam!ing str"tr bawah  L'7a 6 0.&m

Ab& 6 &> h> (L'7a) 6 &&.,< m& Beban angin !ada str"tr bawah  2%E=& 6 &,.&<+ "N

lengan terhada! f$ndasi  U%E=& 6 ht7(L'7a)8& 6 +.+ m

m$men !ada f$ndasi a"ibat angin bawah  :%E=&6 2%E=&>U%E=& 6 *11.<</+ "Nm

lengan terhada! dasar !ier wall  UF%E=&6 (L'7a)8& 6 -.+ m

(17)

2$tal gaya a"ibat beban angin 6 2%E=6 2%E=* 7 2%E=& 6 *0-.<-<3 "N

2$tal m$men !ada f$ndasi a"ibat beban angin 6 :%E=*7:%E=&6 &1&0.,** "Nm

2$tal m$men !ada !ier wall a"ibat beban angin 6 :F%E=*7:F%E=&6 *010.1*- "Nm

2%E= 6 *./+- "Nm

bidang Her4"al yang di4! angin mer!a"an bidang sam!ing "endaraan dengan 4nggi &m

di atas lantai jembatan h6 & m

jara" antar r$da "endaraan C6 *./3 m

gaya !ada abtment a"ibat transfer beban angin "e lantai jembatan# %E=6 &> (*8&>h8C > 2%E=) > L 6 <,.+- "N

+.& BEBAN AN;IN ARA@ V (:E:ANJAN; JE:BA2AN)  "ran bidang !ier yang di4! angin 

2inggi L'7a 6 0.& m

Lebar &>(B7h) 6 *&.- m

las bidang !ier yang di4! angin# Ab6 &>(B7h) > (L'7a) 6 **-.,< m&

Beban angin !ada str"tr atas 

2%E= 6 ,.,,,+>w>wW&>Ab 6 *,-.<** "N

lengan terhada! f$ndasi  U%E= 6 ht 7 (L'7a)8& 6 +.+ m

m$men !ada f$ndasi a"ibat beban angin# :%E=6 2%E=>U%E=6 +0*./3&+ "Nm

lengan terhada! !ier wall  UF%E=6 (L'7a)8& 6 -.+m

(18)

/. ALIRAN AIR# BENA @ANUD2AN# AN 2D:BDKAN /.* ALIRAN AIR

/.*.* ;AUA SERE2 ARA@ U (:ELIN2AN; JE:BA2AN)

 6 ,./

a 6 1 m8det

*, F

"edalaman air banjir# @b6 1 m

Lebar !ier tega" lrs aliran# h6 *.& m

/.1**,/& m& gaya !ada !ier a"ibat aliran air# 2%E6,.3> > aW&>A 6 &1.,&0<< "N

lengan terhada! f$ndasi# U%E 6 @b8& 7ht 6 1.3m

m$men !ada f$ndasi a"ibat aliran air :%E6 2%E> U%E 6 <,.+,-3+ "Nm

lengan terhada! !ier wall# UF%E=6 @b8& 6 *.3m

m$men !ada !ier wall a"ibat aliran air# :F%E6 2%E> UF%E6 1-.3--<* "Nm

/.& ;AUA AN;KA2 ARA@ V (:E:ANJAN; JE:BA2AN)

L6 ,.0

sdt arah aliran terhada! !ier#uu 6

(19)

lebar !ier sejajar aliran# &>(B7h)6 *&.- m 1/.//1</ m&

gaya ang"at !ada !ier# 2%E6,.3>L>aW&>Al 6 *3&.0<-& "N

lengan terhada! f$ndasi# U%E6 @b8& 7ht6 1.3m

m$men !ada f$ndasi a"ibat aliran air# :%E6 2%E>U%E6 313.---+ "Nm

lengan terhada! !ier wall# UF%E6 @b8& 6 *.3m

m$men !ada !ier wall a"ibat aliran air# :F%E6 2%E> UF%E 6 &&0.-/+1 "Nm

/.& BENA @ANUD2AN AN 2D:BDKAN EN;AN KAUD /.&.* BENA @ANUD2AN

 6

*.,-"edalaman benda hanytan (di bawah m"a iar banjir) 6# h6 *.& m

lebar benda hanytan# Bh6 L8& 6 &, m

&-.1/,&- m&

gaya a"ibat benda hanytan# 2%E6 ,.3>>aW&>AF 6 **-.,3&/ "N

/.&.& 2D:BDKAN EN;AN BA2AN; KAUD

:

6 & t$n

s 6 -.& m8det

d 6 ,.,/3 m8det

gaya a"ibat tmb"an dengan "ay 6 -/,.- "N

las !r$ye"si !ier sejajar aliran# AL6 @b>&>(B7h)8'$suu 6

(20)

/.1 ;AUA AN :9:EN UAN; I;DNAKAN

2%E 6 -/,.-" N

ma"a 

lengan terhada! f$ndasi # U%E6 @b %h8& 7ht 6 -.- m

m$men !ada f$ndasi a"ibat aliran air# :%E6 2%E> U%E 6 &,+0./+ "Nm

lengan terhada! !ier wall # UF%E6 @b% h8& 6 &.-m

(21)

(22)

<. BEBAN ;E:A (EX)

(23)

<.*.* BEBAN ;E:A ARA@ V (:E:ANJAN; JE:BA2AN)

*-.&+*03 m&

tebal !enam!ang !ier wall# h 6 *.& m&

lebar !enam!ang !ier wall e"iHalen# Be6A8h6 **.<<-0+ m&

4nggi !ier wall# L' 6 / m&

inersia !enam!ang !ier wall# I'6 *8*& > Be>hW1 6 *./**-1-

m-mt bet$n# K% 1,, # f'F6 ,.<1>K8*,6 &-.0 :!a

m$dls elas4s bet$n# E'6 -/,,> sMrt(f'F)6 &1-3&.03 :a

&1-3&031 K!a

nilai "e"aan !ier wall# K!6 1>E'>I'8L'W1 6 13*,+&./ "N8m1

!er'e!atan graHitasi# g6 0.<* m8det&

berat sendiri str"tr atas# %:S(str"tr atas) 6 *1/00.*"N

berat sendiri head st$'"# %:S(head st$'") 6 &,+1.&3"N

se!arh berat !ier wall# *8&>%:S(!ier wall) 6 *&</.3,-"N

beban ma4 tambahan str"tr atas# %:A6 *+3&.-"N

berat t$tal str"tr# =t6 %:S(t$tal) 7 %:A6 *<<,&.&3"N

wa"t getar alami str"tr# 2 6 ,.-+-&3+ de4"

dari "rHa "$eYsien geser !ada gambar + %% "$eYsien geser dasar  6 ,.*/

n

6 * 6  *.&&3

S

6 *.&&3

"$eYsien beban gem!a h$ri5$ntal# Kh6 >S 6 ,.&,<&3

I 6 *

(24)

2%EX 6 ,.&,<&3 > =t

distribsi beban gem!a !ada !ier adalah sebagai beri"t 

N$ Jenis Beban :a4

* beban sendiri str"tr atas *1/00.* &</1.++1 Za *1 1+*1+.1*

& beban ma4 tambahan *+3&.- 1--.**&1 Za *1 -1&/.&*&

1 berat sendiri headst$'" &,+1.&3 -&0.+/*< Zh *, -1,/.,1

- berat sendiri !ier wall &3/3.,,0 31+.&-3+ Z' 3.3 &0-0.13*

3 berat sendiri !ile'a! 0+*+.& &,,&.3/- Z! ,./3 *3,3.013

gaya !d f$ndasi a"ibat gem!a# 2%EX6 +*<+.&++ "N :%EX -0&&3.<13

lengan terhada! f$ndasi# U%EX6 :%EX82%EX 6 /.03/&/< m

lengan terhada! !ier wall# UF%EX6U%EX%ht 6 3.03/&/< m

m$men !ada !ier wall a"ibat beban gem!a :%EX6 2%EX> UF%EX 6 1+<31.1 "Nm

<.*.* BEBAN ;E:A ARA@ U (:ELIN2AN; JE:BA2AN)

inersia !enam!ang !ier wall# I' 6 *8*&>h>BeW1 6 *+/.<//+

m-nilai "e"aan# K!61>E'>I'8L'W1 6 1--1+1+0 "N8m

wa"t getar alami str"tr# 26 ,.,-+</3d e4"

dari "rHa "$eYsien geser !ada gambar +# di!er$leh 

"$eYsien geser dasar# 6 ,.*<

fa"t$r 4!e str"tr# S6 *.&&3

fa"t$r "e!en4ngan# I6 *

"$eYsien gem!a h$ri5$ntal# Kh6>S6 ,.&&,3

gaya gem!a# 2%EX6Kh>I>=t6 ,.&&,3 >=t

N$ Jenis Beban :a4

* beban sendiri str"tr atas *1/00.* 1,-&./,& Za *1 1<&+*.0/

& beban ma4 tambahan *+3&.- 1+-.13-& Za *1

-3<*./3-1 berat sendiri headst$'" &,+1.&3 -3-.0-++ Zh *, -3+,.1<3

- berat sendiri !ier wall &3/3.,,0 3+/./<0- Z' 3.3 1*&&.<-&

= ("N) 2%EX ("N) lengan thd f$nd Z (m) 2%EX>Z ("Nm) = ("N) 2%EX ("N) lengan thd f$nd Z (m) 2%EX>Z ("Nm)

(25)

3 berat sendiri !ile'a! 0+*+.& &*&,.1/& Z! ,./3 *30-.3&

gaya !d f$ndasi a"ibat gem!a# 2%EX6 +33,.*+- "N :%EX 3&*&*.-/1

lengan terhada! f$ndasi# U%EX6 :%EX82%EX 6 /.03/&/< m

lengan terhada! !ier wall# UF%EX6U%EX%ht 6 3.03/&/< m

m$men !ada !ier wall a"ibat beban gem!a :%EX6 2%EX> UF%EX 6 10,&*.*- "Nm

<.& 2EKANAN AIR LA2ERAL AKIBA2 ;E:A

=w 6 0.< "N8m1

@r

6 *.3 m

Kh 6 ,.&,<&3

I 6 *

<.&.* 2EKANAN AIR AKIBA2 ;E:A ARA@ V (:E:ANJAN; JE:BA2AN)

lebar !ier arah memanjang jembatan# B! 6 &> (B7h) 6 *&.- m

te"anan air lateral 2%EX6 ,.3< > Kh> I> =w>B!>@rW& 6 11.,&3,1 "N

lengan terhada! f$ndasi# U%EX6 @r8& 7 ht 6 &./3m

m$men !ada f$ndasi a"ibat te"anan air# :%EX6 2%EX>U%EX 6 0,.<*<<3 "Nm

lengan terhada! !ier wall# UF%EX6 @r8& 6 ,./3m

m$men !ada !ier wall a"ibat te"anan air lateral# :%EX62%EX>UF%EX6 &-./+</< "Nm

(26)

lebar !ier arah melintang jembatan# B!6 &>h 6 &.-m te"anan air lateral# 2%EX6 ,.3<>Kh>I>=w>B!>@rW& 6 +.10*0-& "N

lengan terhada! f$ndasi# U%EX6 @r8& 7 ht6 &./3m

m$men !ada f$ndasi a"ibat te"anan air# :%EX6 2%EX> U%EX6 */.3//<- "Nm

lengan terhada! !ier wall# UF%EX6 @r8& 6 ,./3m

(27)

(28)

*,. K9:BINASI BEBAN KERJA

REKA BEBAN KERJA AA IER Her4"al h$ri5$ntal m$men

N$ A"si8 Beban K$de

a"si teta!

* berat sendiri :S &<,3+.3+

& beban ma4 tambahan :A

*+3&.-beban lal%lintas

- beban lajr  2 1/&,

3 beban !edestrian 2 &-,

+ gaya rem 2B 3,, ++3,

a"si ling"ngan

/ aliran air E *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

< hanytan8 tmb"an E -/,.- &,+0./+

0 beban a ngin E= <,.+- *,-.<** *0-.<-<3 +0*./3&+ &1&0.,**

*, beban gem!a EX +*<+.&++ +33,.*+- -0&&3.<- 3&*&*.-/

** te"anan air gem!a EX 11.,&3,1 +.10*0-& 0,.<*<<3

*/.3//<-K9:BINASI%* Her4"al h$ri5$ntal m$men

N$ A"si8 Beban K$de

a"si teta!

- beban lajr  2 1/&, [

+ gaya rem 2B

a"si ling"ngan

/ aliran air E

< hanytan8 tmb"an E

0 beban angin E=

*, beban gem!a EX

** te"anan air gem!a EX

11++<.0+ , , , ,

K9:BINASI%& Her4"al h$ri5$ntal m$men

N$ A"si8 Beban K$de

a"si teta!

- beban lajr  2 1/&,

+ gaya rem 2B a"si ling"ngan  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)

(29)

/ aliran air E *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

< hanytan8 tmb"an E -/,.- &,+0./+

0 beban angin E=

*, beban gem!a EX

11++<.0+ *3&.0<-& -01.-&00 313.---+ &*3,.1+3

K9:BINASI%1 Her4"al h$ri5$ntal m$men

N$ A"si8 Beban K$de

a"si teta!

- beban lajr  2 1/&,

+ gaya rem 2B 3,, ++3,

a"si ling"ngan

/ aliran air E *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

< hanytan8 tmb"an E -/,.- &,+0./+

0 beban a ngin E= <,.+- *,-.<** *0-.<-<3 +0*./3&+ &1&0.,**

*, beban gem!a EX

11/-0.+ /3/./03& +<<.&/<- /<//.*0/ --/0.1/+

K9:BINASI%- Her4"al h$ri5$ntal m$men

N$ A"si8 Beban K$de

a"si teta!

- beban lajr  2

3 beban !edestrian 2

+ gaya rem 2B

a"si ling"ngan

/ aliran air E

< hanytan8 tmb"an E

0 beban angin E=

*, beban gem!a EX +*<+.&++ +33,.*+- -0&&3.<- 3&*&*.-/

** te"anan air gem!a EX 11.,&3,1 +.10*0-& 0,.<*<<3

*/.3//<-&0/,<.0+ +&*0.&0* +33+.33+ -01*+.+3 3&*10.,3

REKA K9:BINASI BEBAN DN2DK ERENANAAN 2E;AN;AN KERJA

N$ K$mbinasi Beban

* K9:BINASI%* , \ 11++<.0+ , , , ,

& K9:BINASI%& &3 \ 11++<.0+ *3&.0<-& -01.-&00 313.---+ &*3,.1+3

1 K9:BINASI%1 -, \ 11/-0.+ /3/./03& +<<.&/<- /<//.*0/ --/0.1/+

 ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm) 2egangan berlebih  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)

(30)

(31)

**. K9N2R9L S2ABILI2AS ;DLIN;

**.* S2ABILI2AS ;DLIN; ARA@ :E:ANJAN; JE:BA2AN

leta" 44" gling A (jng f$ndasi) terhada! !sat f$ndasi  BC8&

- m " 6 !ersen "elebihan beban yang diijin"an (\)

:C 6 m$men !enyebab gling

N$ K$mbinasi Beban " S Ket

* K9:BINASI%* ,\ 11++<.0+ , *1-+/3.<

& K9:BINASI%& &3\ 11++<.0+ 313.---+ *+<1--.< 1*-.-,*0  &#& 9K

1 K9:BINASI%1 -,\ 11/-0.+ /<//.*0/ *<<00/.< &1.001,&  &#& 9K

- K9:BINASI%- 3,\ &0/,<.0+ -01*+.+3 */<&31.< 1.+*--/-  &#& 9K

**.& S2ABILI2AS ;DLIN; ARA@ :ELIN2AN; JE:BA2AN

leta" 44" gling A (jng f$ndasi) terhada! !sat f$ndasi  By8&

*, m  ("N) :C ("Nm) :! ("Nm)

(32)

N$ K$mbinasi Beban " S Ket

* K9:BINASI%* ,\ 11++<.0+ , 11++<0.+

& K9:BINASI%& &3\ 11++<.0+ &*3,.1+3 -&,<+& *03./*++  &#& 9K

1 K9:BINASI%1 -,\ 11/-0.+ --/0.1/+ -/&-0-.- *,3.-<&&  &#& 9K

- K9:BINASI%- 3,\ &0/,<.0+ 3&*10.,3 --3+1-.- <.3-/,1/  &#& 9K

 ("N) :y ("Nm) :! ("Nm)

(33)

*&. K9N2R9L S2ABILI2AS ;ESER

*&.* S2ABILI2AS ;ESER ARA@ :E:ANJAN; JE:BA2AN !arameter tanah dasar !ile%'a! 

*3 F

"$hesi#  6 3 "a

"ran dasar !ile%'a!  BC

6 < m

By

6 &, m

N$ K$mbinasi Beban K S Ket

* K9:BINASI%* ,\ , 11++<.0+ 0<&*.3/

& K9:BINASI%& &3\ *3&.0<-& 11++<.0+ *&&/+.0+ <,.&-0<0  *#* 9K

1 K9:BINASI%1 -,\ /3/./03& 11/-0.+ *1/<,.-3 *<.*<-01  *#* 9K

- K9:BINASI%- 3,\ +&*0.&0* &0/,<.0+ *1*-,./- &.**&0  *#* 9K

*&.& S2ABILI2AS ;ESER ARA@ :ELIN2AN; JE:BA2AN !arameter tanah dasar !ile%'a! 

*3 F

"$hesi#  6 3 "a

"ran dasar !ile%'a!  BC

6 < m

By

6 &, m

N$ K$mbinasi Beban K S Ket

* K9:BINASI%* ,\ , 11++<.0+ 0<&*.3/

& K9:BINASI%& &3\ -01.-&00 11++<.0+ *&&/+.0+ &-.<<,</  *#* 9K

1 K9:BINASI%1 -,\ +<<.&/<- 11/-0.+ *1/<,.-3 &,.,&*+&  *#* 9K

- K9:BINASI%- 3,\ +33+.33+ &0/,<.0+ *1*-,./- &.,,-&*1  *#* 9K

sdt gese"#uu6 2C ("N)  ("N) @ ("N) sdt gese"#uu6 2y ("N)  ("N) @ ("N)

(34)

(35)

N$ A"si8Beban K$de Beban  ("N) 2C ("N) 2y ("N) :C ("Nm) :y ("Nm)

* Berat Sendiri :S &<,3+.3+

& Beb. :a4 tambahan :A *+3&.-,

1 Beban lajr  2 1/&,.,,

- Beban !edestrian 2 &-,.,,

3 ;aya Rem 2B 3,,.,, ++3,.,,

+ Aliran Air E *3&.0< &1.,1 313.-- <,.+,

/ @anytan82mb""an E -/,.-, &,+0./+

< Beban angin E= <,.+- *,-.<* *0-.<3 +0*./3 &1&0.,*

0 Beban gem!a EX +*<+.&/ +33,.*+ -0&&3.<- 3&*&*.-/

*, 2e"anan air gem!a EX 11.,1 +.10 0,.<& */.3<

BEBAN DL2I:I2 ILE A

N$ A"si8Beban a"t$r Beban  ("N) 2C ("N) 2y ("N) :C ("Nm: y ("Nm

* Berat Sendiri *.1 1+-/1.31

& Beb. :a4 tambahan & 11,-.<

1 Beban lajr  *.< ++0+

- Beban !edestrian & -<,

3 ;aya Rem *.< 0,, **0/,

+ Aliran Air * *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

/ @anytan82mb""an * -/,.- &,+0./+

< Beban angin *.& 0+./+< *&3.//1& &11.<*<& <1,.*,1* &/0-.<*1

0 Beban gem!a * +*<+.&++ +33,.*+- -0&&3.<- 3&*&*.-/

*, 2e"anan air gem!a * 11.,&3,1 +.10*0-& 0,.<*<<3

*/.3//<-K9:BINASI *

1 Beban lajr  *.< ++0+

3 ;aya Rem *.< 0,, **0/,

+ Aliran Air * *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

/ @anytan82mb""an * -/,.- &,+0./+

< Beban angin

0 Beban gem!a

*, 2e"anan air gem!a

(36)

K9:BINASI &

1 Beban lajr  *.< ++0+

- Beban !edestrian -<,

3 ;aya Rem *.< , 0,, **0/,

+ Aliran Air , , , ,

/ @anytan82mb""an , , ,

< Beban angin *.& 0+./+< *&3.//1& &11.<*<& <1,.*,1* &/0-.<*1

0 Beban gem!a , ,

*, 2e"anan air gem!a , ,

-/,3*.,0 *,&3.//1 &11.<*<& *&<,,.* &/0-.<*1 K9:BINASI 1

1 Beban lajr  *.< ++0+

- Beban !edestrian -<,

3 ;aya Rem *.<

+ Aliran Air * , *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

/ @anytan82mb""an * , , -/,.- , &,+0./+

< Beban angin *.& 0+./+< *&3.//1& &11.<*<& <1,.*,1* &/0-.<*1

0 Beban gem!a

-/,3*.,0 &/<./3/- /&/.&-<* *1+3.3-< -0-3.*/< K9:BINASI

-N$ A"si8Beban a"t$r Beban  ("N) 2C ("N) 2y ("N) :C ("Nm: y ("Nm

1 Beban lajr  *.< ++0+

3 ;aya Rem *.< , 0,, **0/,

+ Aliran Air * , *3&.0<-& &1.,&0<< 313.---+ <,.+,-3+

/ @anytan82mb""an * , , -/,.- , &,+0./+

< Beban angin *.& 0+./+< *&3.//1& &11.<*<& <1,.*,1* &/0-.<*1

0 Beban gem!a

-/,3*.,0 **/<./3/ /&/.&-<* *1113.33 -0-3.*/< K9:BINASI 3

(37)

- Beban !edestrian

3 ;aya Rem

+ Aliran Air

/ @anytan82mb""an

< Beban angin

0 Beban gem!a * +*<+.&++ +33,.*+- -0&&3.<- 3&*&*.-/

*, 2e"anan air gem!a * 11.,&3,1 +.10*0-& 0,.<*<<3

*/.3//<-10//<.11 +&*0.&0* +33+.33+ -01*+.+3 3&*10.,3

REKA K9:BINASI BEBAN DL2I:I2 ILEA

N$. K$mbinasi Beban  ("N) 2C ("N) 2y ("N) :C ("Nm :y ("Nm)

* K9:BINASI%* -+03-.11 *,3&.0< -01.-1 *&3,3.-- &*3,.1+

& K9:BINASI%& -/,3*.,0 *,&3.// &11.<& *&<,,.*, &/0-.<*

1 K9:BINASI%1 -/,3*.,0 &/<./+ /&/.&3 *1+3.33 -0-3.*<

- K9:BINASI%- -/,3*.,0 **/<./+ /&/.&3 *1113.33 -0-3.*<

(38)

(39)

(40)

&. IER =ALL ( ININ; ILAR ) &.*. BEBAN DL2I:A2E IER =ALL

N$ A"si8Beban K$de Beban  ("N) 2s ("N) 2y ("N) :C ("Nm) :y ("Nm)

* Berat Sendiri :S *<-1/.1+

& Beban :a4 2ambahan :A *+3&.-,

1 Beban Lajr D 2 1/&,.,,

- Beban edestrian 2 &-,.,,

3 ;aya Rem 2B 3,,.,, 3+3,.,,

+ Aliran Air E *3&.0< &1.,1 &&0.-<

1-.3-/ @anytan82mb"an E -/,.-, **&<.0+

< Beban Angin E= <,.+- *,-.<* *0-.<3 -<&.*1 *010.1*

0 Beban ;em!a EX +*<+.&/ 1+<31.1, -0&&3.<-

10,&*.*-*, 2e"anan Air ;em!a EX 11.,1 +.10 &-.// -./0

BEBAN DL2I:A2E IER =ALL

N$ A"si8Beban a"t$r Beban  ("N) 2s ("N) 2y ("N) :C ("Nm) :y ("Nm)

* Berat Sendiri *.1 &10+<.3/

& Beban :a4 2ambahan & 11,-.<,

1 Beban Lajr  *.< ++0+.,,

- Beban edestrian & -<,.,,

3 ;aya Rem *.< 0,,.,, *,*/,.,,

+ Aliran Air * *3&.0< &1.,1 &&0.-<

1-.3-/ @anytan82mb"an * -/,.-, **&<.0+

< Beban Angin *.& 0+.// *&3.// &11.<& 3/<.3+ &1&/.*<

0 Beban ;em!a * +*<+.&/ 1+<31.1, -0&&3.<-

10,&*.*-*, 2e"anan Air ;em!a * 11.,1 +.10 &-.// -./0

&.&. K9:BINASI BEBAN K9:BINASI *

1 Beban Lajr  *.< ++0+.,,

3 ;aya Rem *.< 0,,.,, *,*/,.,,

+ Aliran Air * *3&.0< &1.,1 &&0.-<

1-.3-/ @anytan82mb"an * -/,.-, **&<.0+

< Beban Angin

0 Beban ;em!a

*, 2e"anan Air ;em!a

1---0.1/ *,3&.0< -01.-1 *,100.-< **+1.3,

(41)

1 Beban Lajr  *.< ++0+.,,

- Beban edestrian

3 ;aya Rem *.< 0,,.,, *,*/,.,,

+ Aliran Air

/ @anytan82mb"an

< Beban Angin *.& 0+.// *&3.// &11.<& 3/<.3+ &1&/.*<

0 Beban ;em!a

1-,++.*1 *,&3.// &11.<& *,/-<.3+ &1&/.*< K9:BINASI 1

1 Beban Lajr  *.< ++0+.,,

3 ;aya Rem

+ Aliran Air * *3&.0< &1.,1 &&0.-<

1-.3-/ @anytan82mb"an * -/,.-, **&<.0+

< Beban Angin *.& 0+.// *&3.// &11.<& 3/<.3+ &1&/.*<

0 Beban ;em!a

1-3-+.*1 &/<./+ /&/.&3 <,<.,1 1-0,.+<

K9:BINASI

-N$ A"si8Beban a"t$r Beban  ("N) 2s ("N) 2y ("N) :C ("Nm) :y ("Nm)

1 Beban Lajr  *.< ++0+.,,

3 ;aya Rem *.< 0,,.,, *,*/,.,,

+ Aliran Air * *3&.0< &1.,1 &&0.-<

1-.3-/ @anytan82mb"an * -/,.-, **&<.0+

< Beban Angin *.& 0+.// *&3.// &11.<& 3/<.3+ &1&/.*<

0 Beban ;em!a

1-3-+.*1 **/<./+ /&/.&3 *,0/<.,1 1-0,.+<

K9:BINASI 3

1 Beban Lajr 

- Beban edestrian

(42)

+ Aliran Air

/ @anytan82mb"an

< Beban Angin

0 Beban ;em!a * +*<+.&/ 1+<31.1, -0&&3.<-

10,&*.*-*, 2e"anan Air ;em!a * 11.,1 +.10 &-.// -./0

&/&/1.1/ +&*0.&0 1+<30./, -0&3,.+, 10,&3.0-REKA K9:BINASI BEBAN DL2I:A2E IER =ALL ( ININ; ILAR )

N$ K$mbinasi Beban  ("N) 2s ("N) 2y ("N) :C ("Nm) :y ("Nm)

* K9:BINASI BEBAN * 1---0.1/ *,3&.0< -01.-1 *,100.-< **+1.3,

& K9:BINASI BEBAN & 1-,++.*1 *,&3.// &11.<& *,/-<.3+ &1&/.*<

1 K9:BINASI BEBAN 1 1-3-+.*1 &/<./+ /&/.&3 <,<.,1 1-0,.+<

- K9:BINASI BEBAN - 1-3-+.*1 **/<./+ /&/.&3 *,0/<.,1 1-0,.+<