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Maaf, tidak kuat...c
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oba CBR tanah ditingkatkan atau bentang jembatan dikurangi!
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PEMERINTAH PROVINSI JAWA BARAT
D I N A S B I N A M A R G A
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C. $RCAAA BA#"A BA9AH
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C C "I;&! ton;* W C &.&& *eter
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"i*eter su*urn )iitun( $er)srkn nis kesei*$n(n sttik seperti )i$D ini ,
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F. K*%R*L #"LI#, #SR A AMBLAS
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. $"LA#A CR*SS HA
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48 $"LA#A CR*SS HA
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PEMERINTAH PROVINSI JAWA BARAT
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4. ata Materia5
. Mutu Beton
Krkteristik Tekn Trik Geser
- Lnti Ken)rn K-43& ) - - - -
- rosse) K-443 ) - - - -
- Trotor K-43& ) 43& 71 7 6
- Bert Jenis Beton Bertun( ) 4.3&
$. Bert Jenis Btu Be ) 4.1&
#. Mutu B' Tun(n U-48 ) 498&&
). Bert Jenis Hot*i+ ) 4.1&
:t
γ s t;*1
φs
o
γ t t;*1
o
Te(n(n I'in Beton ?k(;#*4@
γ # ton;*1
γ $ ton;*1
k(;#*4
γ ton;*1
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B. $RCAAA BA#"A A%AS
$e5at Beton Lantai Kendaraan
. Peritun(n Be$n
%. Be$n Hi)up
Le$r ker' $e$n terpust C &.1& *
Te$ Lpis Perkersn Asp C &.%& *
Te$ Pet Beton Lnti Ken)rn C &.%4 *
Le$r u ints ken)rn C 4.63 *
Be$n Hi)up Terpust ?Ken)rn@ T C %4.&& ton
Koe5isien ke'ut C &.8&
Be$n i)up )en(n koe5isien ke'ut
C + %&&/ C %4.48 ton;*
D C C &.4 *
C C &.%3 *
F C C -&.1& *
C C %.68
4. Be$n MtiPet Beton Lnti Ken)rn C &.1&
Lpis Perkersn Asp C &.41
C &.31
$. Anis Meknik
-%.76 ton.*;*
&.&% ton.*;*
-%.7 ton.*;*
.&8 ton;*
#. Kontro Kekkun Konstruksi
S2rt en)utn , ? PBI 6% .%&7 @
F C &.&& *
C - * C &.&& #*
5> &.&& #*
Len)utn 2n( ter')i , C &.&&E&&
C &.&&E&& K-43&
$e$n i)up C -%.76E&3 k(.#*
$e$n *ti C 3.E&4 k(.#*C -4.&6
C "I;&! #* "I;&! "I;&!
t%t4
k
K$ C 4& ; ? 3& F @
PT
? 4T ; k
@ ?% K$@
4 ?t% &93.t
4@
8
L - 4 8
%
PT ; D ton;*4
P% C γ
#. t ton;*4
P2 C γ p . % ton;*4
4 ton;*4
M% C %.D.?4F-D@;7 C
M4 C
4.F4;7 C
M
C
R A
C RB
C % . D ;4
4 . F;4 C
5> o; 43&
Fo C &963. F
Len)utn iin 5> Fo;43&
Ιp C
%;%4
.F . t4
1#*8
E$ k(;#*4
M%
M4 γ C D;F C
5 C =?%;87@? 7γ - 8γ1 γ8@ M ?%; @ M F4 ; E Ι
L
F 88
H
t%t4
%
83O
D
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). Penun(n Pet Beton Lnti Ken)rn
Te(n(n iin $' C %14.&& 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& -
Te(n(n iin (eser C &.&&
C "I;&! -
"raian Satuan Ha0i5
G2 Lintn( C ton;* .&8
Mo*en C ton.*;* -%.7
Tin((i E5ekti5 C #* %4.&&
Le$r E5ekti5 $ C #* %&&.&&
Sei*ut Beton ) C #* %.&&
C #* %%.&&
Lus tun(n trik *ini*u* C .14
C ?-@ "I;&!
n.M
L%"R M"RI 6SIM%RIS7
Q C ?-@ &.817
δ C ?-@ %.&&&
C ?-@ &.888
C ?-@ &.777
C ?-@ &.%4
C ?-@ "I;&!
C I8-(!
C I8-(!
C I8-(!
Kontro Geser C .%7
CPeru
$"LA#A LA%AI KARAA
+ %arik I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
C "I;&!
+ %ekan I8-(! + I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
C "I;&!
σ k(;#*4 U -
σ∗u
k(;#*4
σ$ k(;#*4 K -
τ$
k(;#*4
φο C σ
; n.σ
$
< C RΑ
M C M*+
t C T
tp
C t - )
A*in
C ?%4 ; σ>u
@ + $ + #*4
C
$.σ
nω = ½ε4/{(d'/h)δ + 1 - ε(δ + 1)}
C %-= Q⅙ 1n.?);@?Q-);@;=Q4 n.?Q-);@
φ
ο
< φ C ?%-ε@;ε
ω = n.ω/n A
*in V A
nee) C ω.$. #*4
A*in
V Anee) C δ . A nee) #*4
A )istr. C 4&/ . Aperu #*4
τ$C
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C. $RCAAA BA#"A BA9AH
/. IMSI
C - *
C - *
C - *
C &.%3 *
C ?&.%3@ *C - *
C - *
C &.%4 *
C - *
C ?&.%6@ *
C &.&3 *
C - *
C - *
C - *
C - *
C - *
C - *
C - *
W C - *
1. $RHI%"#A BBA MA%I BA#"A BA9AH
o. B R A % %RHAA$ %I%IK : * :
γ %on ; 6 m 7 < 6 m 7 #; 6ton.m7 #< 6ton.m 7
/. Badan Abutment
%.&& + &.&& + - + &.%4 + 4.3& C &.&& &.&& -&.& &.&& &.&&
$ %.&& + &.&& + - + &.&& + 4.3& C &.&& &.&& -&.%4 &.&& &.&&
# %.&& + &.&& + - + -&.%6 + 4.1& C &.&& &.&& -&.&1 &.&& &.&&
) &.3& + &.&& + - + -&.%6 + 4.1& C &.&& &.&& -&.&% &.&& &.&&
e &.3& + &.&& + - + &.&& + 4.1& C &.&& &.&& &.&& &.&& &.&&
5 %.&& + &.&& + - + &.&3 + 4.1& C &.&& &.&& &.&1 &.&& &.&&( %.&& + &.&& + - + &.&& + 4.1& C &.&& &.&& &.&& &.&& &.&&
1. "rugan %anah
% &.3& + &.&& + &.&& + &.&3 + %.6& C &.&& &.&& &.&4 &.&& &.&&
4 &.3& + &.&& + &.&& + -&.%6 + %.6& C &.&& &.&& -&.& &.&& &.&&
&.&& "I;&! "I;&! &.&& &.&&
3. $e5at 5antai da0ar
%.&& + &.&& + - + &.&& + 4.3& C &.&& &.&& &.&& &.&& &.&&
&.&& "I;&! "I;&! &.&& &.&&
%
4
1
8
3
tot
%
4
1
8
3
6
tot
B$
$ '
'
X% n) 2
% M
%
X4 n) 2
4 M
4
3
8
1
4
%
tot
%
14 8 3
tot
B$
6
W
8$
YZY
$ '
'
'
'
$ '
$ '
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3. #A Kejut 6 H K 7
Be$n Terpust
C %.68
C C -%.78 ton
Be$n Mert;Gris p) Trotor
C &.3&
C C &.&& ton
C -%.78 ton
d. %ota5 Beban Hidu> dengan Kejut Bangunan Ata0
G2 ertik + BM C ?%.78@ + %&&/ C ?%.78@ ton
Mo*en )i titik YZY , "i $D A$ut*en , C p + C &.47 ton.*
3.1. Beban $engaruh #em>a
C %3/
C %3.&&/ + - C &.&& ton
Momen di titik : * : ) C + C &.&& + "I;&! C "I;&! ton.*
C %3/ + - C &.&& ton
Momen di titik : * : ) C + C - ton.*
3.3. %ekanan %anah 6 %a 7
a. %ekan %anah Akti? 6%a7
C C "I;&!
C 1& α C &
C %&
C "I;&! C %.6&
+ i ba2ah Abutment
- pe(ru $e$n i)up ,
C "I;&!
- pen(ru tn kti ,
C - *eter
C "I;&!
a. ead Load 6 M> 7
Mptot
Be$n Mti Bn(unn ts Mp C &93 + MptotM
+MpM
p?
3
@
% ton;*
4
Rp
% + D + F
1 ton;*4
R1
&/ + 4 + :
t + L ; 4
H @ R> R
3
8> @ 6 H K @
M+
?3
@
Koe5isien Ge*p k
a. ari Bangunan Ba2ah 6#hb7 )
#hb/
C k + ΣM
M[%
G$%
[%
b. ari Bangunan Ata0 6#h>7 )
#h> C k
+ Mp
tot
M[Gp
Gp
? 4
1
8
3@
K A
sin?φ δ@ . sin?φ - α@
#os?τ δ@ . #os?τ - α@
)i*n , φ o o
δ C φ ; 1 o
τ C Ar#t( ? 4;
tot@ o γ
t tons;*1
t% C &9 + γ
t + K
A ton;*4
D C H
t4 C γ
t . D . K A ton;*4
%
4#os4τ . #os?τ δ@ .
#os4?φ - τ @
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C C "I;&! ton;* W C &.&& *eter
C C "I;&! ton C &.&& *eter
C C "I;&! ton
titik $ert ------\ C + C "I;&! *eter
C C - *eter
Momen di titik : * : )
C "I;&! ton.*
C "I;&! ton.*
C C "I;&!
C 4%.86 )n α C -
C "I;&! C -
C &.%3 )nC 7.31%
C &.&&
+ i ba2ah Abutment
C H C &.&& *eter
C C "I;&!
C C "I;&! ton
C C "I;&! ton
Titik $ert ------\ C C &.&& *eter
C C &.&& *eter
Momen di titik : * : )
C "I;&! ton.*
C "I;&! ton.*
3.4. #a=a Rem 6 Rm 7
&.&3 C -&.& ton
Momen di titik : * : ) C C -&.%6 ton.*
3.D. a=a ukung %anah i0ting
NZ. URAIAN SATUAN EXISTING URUGAN
% BR / &.&& %&.&&
4 - .&& .&&
1 Err,3&4 %&.&&
T% ½ ?t%t4@ + D
T% T% . #os ? δ + τ@ . W B$
T% T% . sin ? δ + τ @ . W
2T%
XT% B$
M+T% C T% . XT%
M2T% C T% . [T%
b. %ekan %anah Akibat #em>a 6%a,g7
K AE
sinφ . sin?φ( - α@
#os?τ - φο@ . #os?τ - α@
)i*n , φ( = φ - φo o o
τ C Ar#t( ? 4 ; tot@ o δ o
k tn-% . k o
k % - k
D
t%9( γ t . D . K AE ton;*4
T%9( &93 . t%9( . D . #os? τ @ . W
T%( &93 . t%9( . D . sin? τ @ . W
2T%9(
D ; 1
XT%9( B$
M+T%9(
C T%9(
. XT%9(
M2T%9(
C T%9(
. [T%9(
Koe5. re*. 5 $ C Rm C 5 $ + Rp
M[9R* R* + ? %97 tot @
0ktor Ke*nn 0k
< C ? 81>Lo(?BR@ %6 @;0k ton;*4
?t% 4.t4@?t
% t4
@
%
4
#osφo
. #os4τ . #os?τ φo
@ .
#os4?φ( - τ @
φo C
D1
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4. RKA$I%"LASI #A
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E. K*%R*L #"LI#, #SR A AMBLAS
"2 )ukun( tn ? iin @ C Err,3&4
Le$r e5ekti5 psn(n $tu C &.&& *
Pn'n( $ut*ent W C &.&& *
Lus $ut*ent C &.&&
Su)ut (eser ntr psn(n $tu )n $eton C 14.3&
C &.8
*.
#"LI# #SR
m ton +
A. Ko*$insi I
M H K T Tu "I;&! "I;&! &.&& "I;&! "I;&! "I;&! "I;&B. Ko*$insi II
M T A G( A SR T* "I;&! "I;&! &.&& "I;&! "I;&! "I;&! "I;&
. Ko*$insi III
Ko*$.I R*G(ASRT*S "I;&! "I;&! &.&& "I;&! "I;&! "I;&! "I;&
". Ko*$insi I
"I;&! "I;&! &.&& "I;&! "I;&! "I;&! "I;&
E. Ko*$insi
M P% "I;&! "I;&! &.&& "I;&! - ] \ %.4 -
0. Ko*$insi I
M H K T S T$ "I;&! "I;&! &.&& "I;&! "I;&! "I;&! "I;&
*.
K*%R*L AMBLAS
entri0ita0 Lebar fekti? 1.8 8 E
. A
m m
A. Ko*$insi I
M H K T Tu "I;&! "I;&! "I;&! "I;&! "I;&!
B. Ko*$insi II
M T A G( A SR T* "I;&! "I;&! "I;&! "I;&! "I;&!
. Ko*$insi III
Ko*$.I R*G(ASRT*S "I;&! "I;&! "I;&! "I;&! "I;&!
". Ko*$insi I
"I;&! "I;&! "I;&! "I;&! "I;&!
E. Ko*$insi
M P% "I;&! "I;&! "I;&! "I;&! "I;&!
a7 nR /,D 6norma57 J nR /,1 6gem
;o@ 6M + M=7-8 8
u @ 8. tan φ
Bn
R@ 8
u -H
M G T( A( Tu
K*MBIASI$MBBAA
"ntuk Bb
"ntuk Bb
e @ Bb - 1 + ;
o @ 3.6Bb -1+e7 A
ton0-m1 / 6ton-m17 1 6to
B$
B$
B$
M G T( A( Tu B$
B$
@ ++++++ /,1
@ ++++ +++++
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F. $"LA#A CR*SS HA
C %14.&&
C 4&77.&&
n C "I;&! -
C &.&&
C &.&&
C "I;&! -
"raian Satuan Reka>
C "I;&!
C "I;&!
Tin((i ross He) C * &.%4
G2 Nor* N C T;W C ton ; * "I;&!
G2 Lintn( < C C ton;* "I;&!
Mo*en M C C ton.*;* "I;&!
Tin((i e5ekti5 C * &.%3
Le$r e5ekti5 $ C * %.&&
Sei*ut $eton ) C * &.&%
C t - ) C * &.%8
C 6.78
C * "I;&!
C * &.&4&
C * "I;&!
C ? - @ "I;&!
C ? - @ "I;&!
C * &.&78
C * "I;&!
C * &.&41
C * "I;&!
C * "I;&!
C ton.* "I;&!
C ?-@ "I;&!
%"LA#A SIM%RIS
ξ = 7/8 C ?-@ &.763
C ?-@ "I;&!
C ?-@ "I;&!
C ?-@ "I;&!
I8-(! C ?-@ "I;&!
C ?-@ "I;&!
C ?-@ "I;&!C "I;&!
C "I;&!
C "I;&!
C "I;&!
Kontro Geser , C "I;&!
Tun(n *irin( As C "I;&!
+ %u5angan %arik @ %ekan I8-(! I8-(!
** "I;&!
Ju* $u ; * "I;&!
Jrk #* "I;&!
Lus A "I;&!
%u5angan $embagi I8-(! "I;&!
Te(n(n Iin B' σ k(;#*4 -\ U -
Kut Ren#n B' σ∗u k(;#*4
σ$ k(;#*4 -\ K -
Te(n(n iin pons τ$ k(;#*4
φο C σ
; n.σ
$
Pen(ru Be$$ Lu ints t%
C &9 + γ t + K
A ton;*4
Tekn Tn Akti t4
C t% &93+γ t+
#+K
A ton;*4
#C
% - k
%
?4t%
t4
@.# ;
t%
.#4;7 t
4.
#4;%39 R
* . ?
# %97@
t C
8
A*in C ?%4 ; σ>u@ + $ + #*4
eo%
C M;N
&9&4 \ eo4
C t;1&
eo C e
o% e
o4
eo;
t
eo;
tC\
Lk C &96.
#
e% C .?L
k;%&&.
t@4.
t
e4
C &9%3.t
e C eo e
% e
4
e C e &93.
t- )
N.e
n.N.e
$.σ
δ C % - ξ. ; e
n.ω = 1/(
4.ξ@
ε C nω = - ?%δ@ ?%δ@44?%δ.);@;nω @ φ
ο
< φ C ?%-ε@;ε
i C %;?%-ξ.;e@
ω = n.ω/ni.A C ω.$. #*4
A*in
V Anee)
C i.A;i #*4
A*in
V Anee)
C δ.i.A #*4
A)istr.
C 4&/ . A #*4
τ$
C < ; =?6;7@.$. k(;#*4
#*4
ia. φ
"i. φ
#*4 ; *
ia. φ
Ca C
t%
t4
#
T
-
-
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48
-
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PEMERINTAH PROVINSI JAWA BARAT
D I N A S B I N A M A R G A
PERENCANAAN BANGUNAN ATAS DAN BAWAH JEMBATAN
AMA &MBA%A ) (.((
L*KASI &MBA%A )
+ $AA R"AS &ALA ) (.((
+ S%A. - KM ) (.((
+ KAB"$A% - K*%A ) (.((
&IS $A#AA )
%A#A#AL $RCAAA )
$RHI%"#A S%R"K%"R
A. A%A K*S%R"KSI
/. Bangunan Ata0
- Tipe Konstruksi ) Pet "e#ker
- Tipe Mutn Be$n ) BM %&&
- Pn'n( L ) - Meter - Le$r Jur Ken)rn B ) - Meter
- Le$r Trotor ) - Meter
1. Bangunan Ba2ah
- Tipe Konstruksi ) Beton Bertun(
- Tipe Pon)si ) Pon)si Ln(sun( ; Tepk
- Tin((i Tot A$ut*en H ) - Meter
3. ata %anah . E+istin( ,
- Bert Jenis Tn )
- Su)ut (eser Tn ) %&.&&
- Nii BR ) - /
$. B#k5i
- Bert Jenis rn ) %.6&
- Su)ut (eser tn φ ) 1&.&&
- Nii BR ) %&.&& /
4. ata Materia5
. Mutu Beton
Krkteristik Tekn Trik Geser
- Lnti Ken)rn K-43& ) - - - -
- rosse) K-443 ) - - - -
- Trotor K-43& ) 43& 71 7 6
- Bert Jenis Beton Bertun( ) 4.3&
$. Bert Jenis Btu Be ) 4.1&
#. Mutu B' Tun(n U-48 ) 498&&
). Bert Jenis Hot*i+ ) 4.1&
B 0"
:t
γ s
t;*1
φs
o
γ t t;*1
o
Te(n(n I'in Beton ?k(;#*4@
γ # ton;*1
γ $ ton;*1
k(;#*4
γ ton;*1
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B. $RCAAA BA#"A A%AS
$e5at Beton Lantai Kendaraan
. Peritun(n Be$n
%. Be$n Hi)up
Le$r ker' $e$n terpust C &.1& *
Te$ Lpis Perkersn Asp C &.%& *
Te$ Pet Beton Lnti Ken)rn C &.%4 *
Le$r u ints ken)rn C 4.63 *
Be$n Hi)up Terpust ?Ken)rn@ T C %4.&& ton
Koe5isien ke'ut C &.8&
Be$n i)up )en(n koe5isien ke'ut
C + %&&/ C %4.48 ton;*
D C C &.4 *
C C &.%3 *
F C C -&.1& *
C C %.68
4. Be$n Mti
Pet Beton Lnti Ken)rn C &.1&
Lpis Perkersn Asp C &.41
C &.31
$. Anis Meknik
-%.76 ton.*;*
&.&% ton.*;*
-%.7 ton.*;*
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#. Kontro Kekkun Konstruksi
S2rt en)utn , ? PBI 6% .%&7 @
F C &.&& *
C - * C &.&& #*
5> &.&& #*
Len)utn 2n( ter')i , C &.&&E&&
C &.&&E&& K-43&
$e$n i)up C -%.76E&3 k(.#*
$e$n *ti C 3.E&4 k(.#*
C -4.&6
C "I;&! #* "I;&! "I;&!
t%
t4
k
K$ C 4& ; ? 3& F @
PT
? 4T ; k
@ ?% K$@
4 ?t% &93.t
4@
8
L - 4 8
%
PT ; D ton;*4
P% C γ # . t ton;*4
P2 C γ
p .
% ton;*4
4 ton;*4
M% C
%.D.?4F-D@;7 C
M4 C
4.F4;7 C
M
C
R A
C RB
C % . D ;4
4 . F;4 C
5> o; 43&
Fo C &963. F
Len)utn iin 5> Fo;43&
Ιp C
%;%4
.F . t4
1 #*8
E$ k(;#*4
M%
M4
γ C D;F C
5 C =?%;87@? 7γ - 8γ1 γ[email protected]% ?%;[email protected] F
4 ; E$Ι
p
L
F 88
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t%t4
%
83O
D
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). Penun(n Pet Beton Lnti Ken)rn
Te(n(n iin $' C %14.&& 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& -
Te(n(n iin (eser C &.&&
C "I;&! -
"raian Satuan Ha0i5
G2 Lintn( C ton;* .&8
Mo*en C ton.*;* -%.7
Tin((i E5ekti5 C #* %4.&&
Le$r E5ekti5 $ C #* %&&.&&
Sei*ut Beton ) C #* %.&&
C #* %%.&&
Lus tun(n trik *ini*u* C .14
C ?-@ "I;&!
n.M
L%"R M"RI 6SIM%RIS7
Q C ?-@ &.817
δ C ?-@ %.&&&
C ?-@ &.888
C ?-@ &.777
C ?-@ &.%4
C ?-@ "I;&!
C I8-(!
C I8-(!
C I8-(!
Kontro Geser C .%7
C Peru
$"LA#A LA%AI KARAA
+ %arik I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
C "I;&!+ %ekan I8-(!
+ I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
C "I;&!
σ k(;#*4 U -
σ∗u k(;#*
4
σ$ k(;#*
4 K -
τ$
k(;#*4
φο C σ
; n.σ$
< C RΑM C M
*+
t C T
tp
C t - )
A*in
C ?%4 ; σ>u
@ + $ + #*4
C
$.σ
nω = ½ε4/{(d'/h)δ + 1 - ε(δ + 1)} C %-= Q⅙ 1n.?);@?Q-);@;=Q4 n.?Q-);@
φο
< φ C ?%-ε@;ε
ω = n.ω/n
A*in V A nee) C ω.$. #*4
A*in
V Anee)
C δ . Anee) #*
4
A)istr.
C 4&/ . Aperu #*4
τ$C
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C. $RCAAA BA#"A BA9AH
/. IMSI
C ?&.%3@ *
C - *
C - *
C &.%3 *
C - *
C - *C - *
C &.&& *
C &.%4 *
C &.&& *
C -&.%4 *
C &.&& *
C &.&& *
H C &.&& *
B C - *W C - *
C - *
C - *
1. $RHI%"#A BBA MA%I BA#"A BA9AH
o. B R A % %RHAA$ %I%IK : * :
γ %on ; 6 m 7 < 6 m 7 #; 6ton.m7 #< 6ton.m 7
/. Badan Abutment
%.&& + &.&& + &.&& + &.%4 + 4.3& C - &.%3 ?&.&@ - -
$ %.&& + &.%3 + &.&& + &.&& + 4.3& C - &.&7 ?&.%4@ - -
# %.&& + &.%3 + - + ?&.%4@ + 4.3& C - &.&7 - - -
) &.3& + - + - + ?&.%4@ + 4.3& C - - - - -
e &.3& + - + - + ?&.%4@ + 4.3& C - - - - -
5 %.&& + &.%3 + - + - + 4.3& C - &.&7 - - -
( &.3& + ?&.%3@ + - + - + 4.3& C - ?&.%&@ - - -
&.3& + - + - + - + 4.3& C - - - - -
i %.&& + - + - + - + 4.3& C - - - - -
1. "rugan %anah
% %.&& + ?&.%3@ + - + &.%4 + %.6& C - &.&7 ?&.&@ &.&& &.&&
4 %.&& + ?&.%3@ + - + ?&.%4@ + %.6& C - &.&7 ?&.&@ &.&& &.&&
1 &.3& + - + - + ?&.%4@ + %.6& C - &.%3 ?&.&7@ &.&& &.&&
8 &.3& + ?&.%3@ + - + - + %.6& C - &.&3 - &.&& &.&&
- "I;&! "I;&! - -
- "I;&! "I;&! - -
%
4
1
8
3
6
tot
%
4
1
8
3
k
$k
X% )n 2
%M
%
X4 )n 2
4M
4
%
1
4
8
3
tot
6
4
%
H
:*:
1
8
3
B
W
$
#
) e
5 (
i
%
4
1
8
k
$k
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3. #A Kejut 6 H K 7
Be$n Terpust
C %.68
C C -%.78 ton
Be$n Mert;Gris p) Trotor
C &.3&
C C &.&& ton
C -%.78 ton
d. %ota5 Beban Hidu> dengan Kejut Bangunan Ata0
G2 ertik + BM C ?%.78@ + %&&/ C ?%.78@ ton
Mo*en )i titik YZY , C p + C &.&& ton.*
3.1. Beban $engaruh #em>a
C %3/
C %3.&&/ + - C &.&& ton
Momen di titik : * : ) C + C &.&& + "I;&! C "I;&! ton.*
C %3/ + - C &.&& ton
Momen di titik : * : ) C + C - ton.*
3.3. %ekanan %anah 6 %a 7
a. %ekan %anah Akti? 6%a7
C C &.1&73
C 1& α C &
C %&
C &.&& C %.6&
+ i ba2ah Abutment
- pe(ru $e$n i)up ,
C &.1%
- pen(ru tn kti ,
C - *eter
C -
a. ead Load 6 M> 7
Mptot
Be$n Mti Bn(unn ts Mp C &93 + Mp tot
M+Mp Mp ? 3 6 @
% ton;*
4
Rp
% + D + F
1 ton;*4
R1
&/ + 4 + :
t + L ; 4
H @ R> R
3
8> @ 6 H K @
M+
? 3
6@
Koe5isien Ge*p k
a. ari Bangunan Ba2ah 6#hb7 )
#hb/
C k + ΣM
M[%
G$%
[4
b. ari Bangunan Ata0 6#h>7 )
#h> C k
+ Mp
tot
M[Gp
Gp
? 4
1
8
3@
K A
sin?φ δ@ . sin?φ - α@
#os?τ δ@ . #os?τ - α@
)i*n , φ o o
δ C φ ; 1 o
τ C Ar#t( ? 4;
tot@ o γ
t tons;*1
t% C &9 + γ
t + K
A ton;*4
D C H
t4 C γ t . D . K A ton;*4
%
4#os4τ . #os?τ δ@ .
#os4?φ - τ @
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C C - ton;* W C &.&& *eter
C C - ton B C &.&& *eter
C C - ton
titik $ert ------\ C + C &.&& *eter
C B C - *eter
Momen di titik : * : )
C - ton.*
C - ton.*
C C &.1%6
C 4%.86 )n α C -
C &.&& C -
C &.%3 )nC 7.31%
C &.&&
+ i ba2ah Abutment
C H C &.&& *eter
C C &.&&
C C &.&& ton
C C &.&& ton
Titik $ert ------\ C C &.&& *eter
C B C &.&& *eter
Momen di titik : * : )
C - ton.*
C - ton.*
3.4. #a=a Rem 6 Rm 7
&.&3 C -&.& ton
Momen di titik : * : ) C C -&.%6 ton.*
3.D. a=a ukung %anah i0ting
NZ. URAIAN SATUAN EXISTING URUGAN
% BR / &.&& %&.&&
4 - .&& .&&
1 Err,3&4 %&.&&
T% ½ ?t%t4@ + D
T% T% . #os ? δ + τ@ . W
T% T% . sin ? δ + τ @ . W
2T%
XT%
M+T% C T% . XT%
M2T% C T% . [T%
b. %ekan %anah Akibat #em>a 6%a,g7
K AE
sinφ . sin?φ( - α@
#os?τ - φο@ . #os?τ - α@
)i*n , φ( = φ - φo o o
τ C Ar#t( ? 4 ; tot@ o δ o
k tn-% . k o
k % - k
D
t%9( γ t . D . K AE ton;*4
T%9( &93 . t%9( . D . #os? τ @ . W
T%( &93 . t%9( . D . sin? τ @ . W
2T%9( D ; 1
XT%9(
M+T%9( C T%9( . XT%9( M2T%9( C T%9( . [T%9(
Koe5. re*. 5 $ C R
m C 5 $ + Rp
M[9R* R* + ? %97H @
0ktor Ke*nn 0k
< C ? 81>Lo(?BR@ %6 @;0k ton;*4
?t% 4.t4@?t% t4@
%
4
#osφo . #os4τ . #os?τ φo@ .
#os4?φ( - τ @
φo C
D
1
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4a. #A
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4c. #A
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D. K*%R*L #"LI#, #SR A AMBLAS
"2 )ukun( tn ? iin @ C Err,3&4
Le$r e5ekti5 psn(n $tu B C &.&& *
Pn'n( $ut*ent W C &.&& *
Lus $ut*ent C &.&&
Su)ut (eser ntr psn(n $eton )(n tn C 14.3&
C &.8
*.
#"LI# #SR
m ton +
A. Ko*$insi I
M H K T Tu "I;&! "I;&! &.&& "I;&! ?%.%6@ "I;&! "I;&!
B. Ko*$insi IIM T A G( A SR T* "I;&! "I;&! &.&& "I;&! - "I;&! "I;&!
. Ko*$insi III
Ko*$.I R*G(ASRT*S "I;&! "I;&! &.&& "I;&! ?%.41@ "I;&! "I;&!
". Ko*$insi I
"I;&! "I;&! &.&& "I;&! - "I;&! "I;&!
E. Ko*$insi
M P% "I;&! "I;&! &.&& "I;&! - ] \ %.4 -\ ok
0. Ko*$insi I
M H K T S T$ "I;&! "I;&! &.&& "I;&! ?%.%6@ "I;&! "I;&!
*.
K*%R*L AMBLAS
entri0ita0 Lebar fekti? 1.8 8 E .8.e
. A
m m
A. Ko*$insi I
M H K T Tu "I;&! "I;&! "I;&! "I;&! "I;&! "I;
B. Ko*$insi II
M T A G( A SR T* "I;&! "I;&! "I;&! "I;&! "I;&! "I;
. Ko*$insi III
Ko*$.I R*G(ASRT*S "I;&! "I;&! "I;&! "I;&! "I;&! "I;
". Ko*$insi I
"I;&! "I;&! "I;&! "I;&! "I;&! "I;
E. Ko*$insi
M P% "I;&! "I;&! "I;&! "I;&! "I;&! "I;
0
< ton;*4
A$ *4
φBo
Tn(en ?φB@
K*MBIASI$MBBAA
;o B-3 6norma57 J ;
o B-E 6gem>a7 nR /,D 6norma57 J nR /,1 6gem>a7
;o@ 6M + M=7-8 8
u @ 8. tan φ
Bn
R@ 8
u -H
M G T( A( Tu
K*MBIASI$MBBAA
"ntuk Bb
"ntuk Bb
e @ B - 1 + ;o @ 3.6B-1+e7 A.btot
ton0-m1 / 6ton-m17
16ton-m17
B$
B$
B$
M G T( A( Tu B$
B$
@ ++++++ /,1
@ ++++ ++++++++
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E. $enu5angan Badan $onda0i
Te(n(n iin $' trik C %14.&& U - 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& K - -
Te(n(n iin (eser C &.&&
C "I;&! -
"iskripsi St. I II III I I
Mo*en *ksi*u* M ton.*;* "I;&! "I;&! "I;&! "I;&! "I;&!
G2 Lintn( < ton;* &.&& &.&& &.&& &.&& &.&&
G2 Nor* N ton;* -%.78 &.&& -%.1 &.&& -%.78
Tin((i tot #* %3.&& %3.&& %3.&& %3.&& %3.&&
Le$r Pen*pn( $ #* %&&.&& %&&.&& %&&.&& %&&.&& %&&.&&
Beton sei*ut ) #* %.&& %.&& %.&& %.&& %.&&
Tin((i e5ekti5 #* %8.&& %8.&& %8.&& %8.&& %8.&&
Pn'n( $)n #* -%4.&& -%4.&& -%4.&& -%4.&& -%4.&&
Lus tun(n trik *ini*u* #*4 7.&3 7.&3 7.&3 7.&3 7.&3
Eksentrisits ki$t $e$n #* "I;&! "I;&! "I;&! "I;&! "I;&!
Eksetrisits t*$n untuk keti)k teptn su*$u #* 4.&& 4.&& 4.&& 4.&& 4.&&Tot eksentrisits D #* "I;&! "I;&! "I;&! "I;&! "I;&!
Per$n)in(n eksentrisits D )(n tin((i pen*pn( ? - @ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien tekuk 2n( te(ntun( p) $entuk pen*pn( ? - @ "I;&! "I;&! "I;&! "I;&! "I;&!
Pn'n( tekuk #* ?7.8&@ ?7.8&@ ?7.8&@ ?7.8&@ ?7.8&@
Eksetrisits t*$n untuk *e*peritun(kn tekuk #* "I;&! "I;&! "I;&! "I;&! "I;&!
Penin(ktn ke*nn ter)p pen(e#in eksentrisits D #* 4.43 4.43 4.43 4.43 4.43
Ju* eksetrisits ter*suk t*$nn2 #* "I;&! "I;&! "I;&! "I;&! "I;&!
Eksentrisits (2 nor* tot #* "I;&! "I;&! "I;&! "I;&! "I;&!
ton.#* "I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
PENULANGAN SIMETRIS
?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien en(n *o*en )* C 6;7 ?-@ &.77 &.77 &.77 &.77 &.77
Ekiensi )n koe5isien tun(n trik ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien 'rk (ris netr INPUT Q ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Len(n *o*en )* C . #* %4.43 %4.43 %4.43 %4.43 %4.43
Jrk (ris netr 2 C Q. #* "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien te(n(n $eton ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien te(n(n $' tun(n ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien tun(n trik se*u ? tnp (2 nor*@ ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Koe5isien tun(n trik peru$n ?)(n (2 nor*@ ?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
Lus tun(n trik se*u ?tnp (2 nor*@ "I;&! "I;&! "I;&! "I;&! "I;&!
Lua0 tu5angan tarik =ang di>er5ukan "I;&! "I;&! "I;&! "I;&! "I;&!
Lua0 tu5angan tekan =ang di>er5ukan "I;&! "I;&! "I;&! "I;&! "I;&!
Lus tun(n )istri$usi "I;&! "I;&! "I;&! "I;&! "I;&!
Kontro5 #e0er &.&& &.&& &.&& &.&& &.&&
Peru Peru Peru Peru Peru
+ %u5angan %arik @ %ekan ia.N I8-(! + I8-(!
** "I;&! "I;&! "I;&! "I;&! "I;&!
Ju* $u "I;&! "I;&! "I;&! "I;&! "I;&!Jrk #* "I;&! "I;&! "I;&! "I;&! "I;&!
; ; ; ; ;
σ k(;#*4
σ∗u k(;#*4
σ$ k(;#*4
τ$ k(;#*4
φο C σ ; n.σ$
t C 1 8 3
C t - )
1
A*in C ?%4 ; σ>u@ .$ .
eo%C M;N
4 \ eo4 C t;1&eo C eo% eo4eo;t
)n eo;
tC\
Lk C &96.1
e% C .?L
k;%&&.
t@4.
t
e4
C &9%3.t
e C eo e
% e
4
e C e &93.
t- )
N.e
Koe5isien pen*pn( C C _ %;?n..@ ̀ n.N.e
$.σPer$n)in(n us tun(n tekn A )n ustun(n trik A
Jik C %- . ; e &
C %- e ; ? - )@
nω = 1/ Ca2 .
φ C ?%-ε@;ε
φ C ?%-ε@;?ε - );@
ω = nω/nJik i C %;?% - .;e
@ &
i C %;=%- e;?-)@
i.A C ω.$. #*4
A>er5u
@ i.A-i cm1
AO>er5u
@ δ. i.A cm1
A)istr. C 4&/ . Aperu #*4
τ$ C
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E. $enu5angan Kaki-$oor $onda0i
Te(n(n iin $' trik C %14.&& U - 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& K - -
Te(n(n iin (eser C &.&&
C "I;&! -
"iskripsi St. I II III I I
Mo*en *ksi*u* M ton.*;* "I;&! "I;&! "I;&! "I;&! "I;&!G2 Lintn( < ton;* -%.78 &.&& -%.1 &.&& -%.78
Tin((i tot #* &.&& &.&& &.&& &.&& &.&&
Le$r Pen*pn( $ #* &.&& &.&& &.&& &.&& &.&&
Beton sei*ut ) #* - - - - -
Tin((i e5ekti5 #* &.&& &.&& &.&& &.&& &.&&
Lus tun(n trik *ini*u* #*4 &.&& &.&& &.&& &.&& &.&&
C
"I;&! "I;&! "I;&! "I;&! "I;&!n.M
PENULANGAN TUNGGAL
ε ?-@ &.878 &.88 &.873 &.88 &.878
δ ?-@ - - - - -?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
?-@ "I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
$"LA#A KAKI $*ASI+ %u5angan %arik I8-(! I8-(!
** "I;&! "I;&! "I;&! "I;&! "I;&!
Ju* $u "I;&! "I;&! "I;&! "I;&! "I;&!
Lus A "I;&! "I;&! "I;&! "I;&! "I;&!
Tun(n sen(kn( I8-(! + I8-(!
** "I;&! "I;&! "I;&! "I;&! "I;&!
Jrk #* "I;&! "I;&! "I;&! "I;&! "I;&!
"I;&! "I;&! "I;&! "I;&! "I;&!
+ %u5angan %ekan I8-(! I8-(!
** "I;&! "I;&! "I;&! "I;&! "I;&!
Ju* $u "I;&! "I;&! "I;&! "I;&! "I;&!
Lus A "I;&! "I;&! "I;&! "I;&! "I;&!
Tun(n sen(kn( I8-(! + I8-(!
** "I;&! "I;&! "I;&! "I;&! "I;&!
Jrk #* "I;&! "I;&! "I;&! "I;&! "I;&!
& & & & &
σ k(;#*4
σ∗u k(;#*
4
σ$ k(;#*
4
τ$
k(;#*4
φο C σ
; n.σ
$
t
C t - )
A*in
C ?%4 ; σ>u
@ .$ .
$.σ
nω = ½ε4/{(d'/h)δ + 1 - ε(δ + 1)}
C % - = Q⅙ 1 n.?);@?Q-);@ ; =Q4 n.?Q - );@
φ C ?%-ε@;ε
ω = n.ω/n
Anee)
C ω.$. #*4
Anee)
C δ . Anee)
#*4
Asen(kn(
C 3/ . Aperu #*4
τ$C
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E. $"LA#A CR*SS HA
C %14.&&
C 4&77.&&
n C "I;&! -
C &.&&
C &.&&
C "I;&! -
"raian Satuan Reka>
C &.1%
C &.13
Tin((i ross He) C * &.%4
G2 Nor* N C T;W C ton ; * "I;&!
G2 Lintn( < C C ton;* &.&4
Mo*en M C C ton.*;* -&.%7
Tin((i e5ekti5 C * &.%3
Le$r e5ekti5 $ C * %.&&
Sei*ut $eton ) C * &.&%
C t - ) C * &.%8
C 6.78
C * "I;&!
C * &.&4&
C * "I;&!
C ? - @ "I;&!
C ? - @ "I;&!
C * &.&78
C * "I;&!
C * &.&41
C * "I;&!
C * "I;&!
C ton.* "I;&!
C ?-@ "I;&!
%"LA#A SIM%RIS
ξ = 7/8 C ?-@ &.763
C ?-@ "I;&!
C ?-@ "I;&!
C ?-@ "I;&!
I8-(! C ?-@ "I;&!
C ?-@ "I;&!
C ?-@ "I;&!
C "I;&!
C "I;&!
C "I;&!
C "I;&!
Kontro Geser , C &.&4
Tun(n *irin( As C peru
+ %u5angan %arik @ %ekan I8-(! I8-(!
** "I;&!
Ju* $u ; * "I;&!
Jrk #* "I;&!Lus A "I;&!
%u5angan $embagi I8-(! "I;&!
Te(n(n Iin B' σ k(;#*4 -\ U -
Kut Ren#n B' σ∗u k(;#*4
σ$ k(;#*4 -\ K -
Te(n(n iin pons τ$ k(;#*4
φο C σ
; n.σ
$
Pen(ru Be$$ Lu ints t% C &9 + γ t + K A ton;*4
Tekn Tn Akti t4
C t% &93+γ t+
#+K
A ton;*4
# C %
?4t%
t4
@.# ;
t%
.#4;7 t
4.
#4;%39 R
* . ?
# %97@
t C
8
A*in
C ?%4 ; σ>u
@ + $ + #*4
eo%
C M;N
&9&4 \ eo4
C t;1&
eo C e
o% e
o4
eo;
t
eo;
tC\
Lk C &96.
#
e% C .?L
k;%&&.
t@4.
t
e4
C &9%3.t
e C eo e% e4
e C e &93.
t- )
N.e
n.N.e
$.σ
Jik , C %- . ; e & C %- e ; ? - )@
n.ω = 1/(
4.ξ@
ε C nω = - ?%δ@ ?%δ@44?%δ.);@;nω @ φ
ο
< φ C ?%-ε@;ε
Jik , i C %;?% - .;e @ & i C %;=%- e
;?-)@
ω = n.ω/n
i.A C ω.$. #*4
A*in
V A nee) C i.A;i #*4
A*in
V Anee)
C δ.i.A #*4
A)istr.
C 4&/ . A #*4
τ$
C < ; =?6;7@.$. k(;#*4
#*4
ia. φ
"i. φ
#*4 ; *
ia.
Ca C
t%
t4
#
T
-
-
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48
-
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PEMERINTAH PROVINSI JAWA BARAT
D I N A S B I N A M A R G A
PERENCANAAN BANGUNAN ATAS DAN BAWAH JEMBATAN
AMA &MBA%A ) (.((
L*KASI &MBA%A )
+ $AA R"AS &ALA ) (.((
+ S%A. - KM ) (.((
+ KAB"$A% - K*%A ) (.((
&IS $A#AA )
%A#A#AL $RCAAA )
$RHI%"#A S%R"K%"R
A. A%A K*S%R"KSI
/. Bangunan Ata0
- Tipe Konstruksi ) Pet "e#ker
- Tipe Mutn Be$n ) BM %&&
- Pn'n( L ) - Meter
- Le$r Jur Ken)rn B ) - Meter
- Le$r Trotor ) - Meter
1. Bangunan Ba2ah
- Tipe Konstruksi ) Beton Bertun(
- Tipe Pon)si ) Pon)si Su*urn
- Tin((i Tot A$ut*en H ) - Meter
3. ata %anah
. E+istin( ,
- Bert Jenis Tn )
- Su)ut (eser Tn ) %&.&&
- Nii BR ) - /
$. B#k5i
- Bert Jenis rn ) %.6&
- Su)ut (eser tn φ ) 1&.&&
- Nii BR ) %&.&& /
4. ata Materia5
. Mutu Beton
Krkteristik Tekn Trik Geser
- Lnti Ken)rn K-43& ) - - - -
- rosse) K-443 ) - - - -
- Trotor K-43& ) 43& 71 7 6
- Bert Jenis Beton Bertun( ) 4.3&
- Bert Jenis Beton 2#oop ) 4.8&
$. Bert Jenis Btu Be ) 4.1&
#. Mutu B' Tun(n U-48 ) 498&&
). Bert Jenis Hot*i+ ) 4.1&
:t
γ s
t;*1
φs
o
γ t t;*1
o
Te(n(n I'in Beton ?k(;#*4@
γ # ton;*1
γ #2 ton;*1
γ $ ton;*1
k(;#*4
γ ton;*1
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B. $RCAAA BA#"A A%AS
$e5at Beton Lantai Kendaraan
. Peritun(n Be$n
%. Be$n Hi)up
Le$r ker' $e$n terpust C &.1& *
Te$ Lpis Perkersn Asp C &.%& *
Te$ Pet Beton Lnti Ken)rn C &.%4 *Le$r u ints ken)rn C 4.63 *
Be$n Hi)up Terpust ?Ken)rn@ T C %4.&& ton
Koe5isien ke'ut C &.8&
Be$n i)up )en(n koe5isien ke'ut
C + %&&/ C %4.48 ton;*
D C C &.4 *
C C &.%3 *
F C C -&.1& *
C C %.68
4. Be$n Mti
Pet Beton Lnti Ken)rn C &.1&
Lpis Perkersn Asp C &.41
C &.31
$. Anis Meknik
-%.76 ton.*;*
&.&% ton.*;*
-%.7 ton.*;*
.&8 ton;*
#. Kontro Kekkun Konstruksi
S2rt en)utn , ? PBI 6% .%&7 @
F C &.&& *
C - * C &.&& #*
5> &.&& #*
Len)utn 2n( ter')i , C &.&&E&&
C &.&&E&& K-43&
$e$n i)up C -%.76E&3 k(.#*
$e$n *ti C 3.E&4 k(.#*
C -4.&6
t%
t4
k
K$ C 4& ; ? 3& F @
PT
? 4T ; k
@ ?% K$@
4 ?t% &93.t
4@
8L - 4
8
%
PT ; D ton;*4
P% C γ
#. t ton;*4
P2 C γ p . % ton;*4
4 ton;*4
M% C %.D.?4F-D@;7 C
M4 C 4.F
4;7 C
M
C
R A C RB C % . D ;4 4 . F;4 C
5> o; 43&
Fo C &963. F
Len)utn iin 5> Fo;43&
Ιp C
%;%4
.F . t4
1 #*8
E$ k(;#*4
M%
M4
γ C D;F C
L
F 88
H
t%t4
%
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D
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). Penun(n Pet Beton Lnti Ken)rn
Te(n(n iin $' C %14.&& 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& -
Te(n(n iin (eser C &.&&
C "I;&! -
"raian Satuan Ha0i5
G2 Lintn( C ton;* .&8
Mo*en C ton.*;* -%.7
Tin((i E5ekti5 C #* %4.&&
Le$r E5ekti5 $ C #* %&&.&&
Sei*ut Beton ) C #* %.&&
C #* %%.&&
Lus tun(n trik *ini*u* C .14
C ?-@ "I;&!
n.M
L%"R M"RI 6SIM%RIS7
Q C ?-@ &.817δ C ?-@ %.&&&
C ?-@ &.888
C ?-@ &.777
C ?-@ &.%4
C ?-@ "I;&!
C I8-(!
C I8-(!
C I8-(!
Kontro Geser C .%7
C Peru
$"LA#A LA%AI KARAA
+ %arik I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $u "I;&!
Jrk C #* "I;&!
C "I;&!
+ %ekan I8-(!+ I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
Lus A C "I;&!
"istri$usi I8-(! + I8-(!
C ** "I;&!
Ju* C $ "I;&!
Jrk C #* "I;&!
C "I;&!
σ k(;#*4 U -
σ∗u k(;#*
4
σ$ k(;#*
4 K -
τ$
k(;#*4
φο C σ
; n.σ$
< C RΑM C M
*+
t C T
tp
C t - )
A*in
C ?%4 ; σ>u
@ + $ + #*4
C
$.σ
nω = ½ε4/{(d'/h)δ + 1 - ε(δ + 1)}
C %-= Q⅙ 1n.?);@?Q-);@;=Q4 n.?Q-);@
φ
ο
< φ C ?%-ε@;ε
ω = n.ω/n
A*in
V Anee)
C ω.$. #*4
A*in
V Anee) C δ . A nee) #*4
A)istr.
C 4&/ . Aperu #*4
τ$C
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C. $RCAAA BA#"A BA9AH
/. IMSI
C ?&.%3@ *
C - *
C - *
C &.%3 *
C - *
C - *C - *
C &.&& *
C &.%4 *
C &.&& *
C -&.%4 *
C &.&& *
C &.&& *
H C &.&& *
B C - *
W C - *
C Err,3&4 *
C &.3& *
C Err,3&4 *
C - *
u C Err,3&4 *
C Err,3&4 *
1. $RHI%"#A BBA MA%I BA#"A BA9AH
o. B R A % %RHAA$ %I%IK : * :
γ %on ; 6 m 7 < 6 m 7 #; 6ton.m7 #< 6ton.m 7
/. Badan Abutment
%.&& + &.&& + &.&& + &.%4 + 4.3& C - &.%3 ?&.&@ - -
$ %.&& + &.%3 + &.&& + &.&& + 4.3& C - &.&7 ?&.%4@ - -
# %.&& + &.%3 + - + ?&.%4@ + 4.3& C - &.&7 - - -
) &.3& + - + - + ?&.%4@ + 4.3& C - - - - -
e &.3& + - + - + ?&.%4@ + 4.3& C - - - - -
5 %.&& + &.%3 + - + - + 4.3& C - &.&7 - - -
( &.3& + ?&.%3@ + - + - + 4.3& C - ?&.%&@ - - -
&.3& + - + - + - + 4.3& C - - - - -
i %.&& + - + - + - + 4.3& C - - - - -
1. "rugan %anah
% %.&& + ?&.%3@ + - + &.%4 + %.6& C - &.&7 ?&.&@ &.&& &.&&
4 %.&& + ?&.%3@ + - + ?&.%4@ + %.6& C - &.&7 ?&.&@ &.&& &.&&
1 &.3& + - + - + ?&.%4@ + %.6& C - &.%3 ?&.&7@ &.&& &.&&
8 &.3& + ?&.%3@ + - + - + %.6& C - &.&3 - &.&& &.&&
%
4
1
8
3
6
tot
%
4
1
8
3
"o
)%
)4
s
%
1
4
8
3
tot
6
4
%
H
:*:
1
8
3
B
W
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%
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uu"o
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u u u
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3. #A Kejut 6 H K 7
Be$n Terpust
C %.68
C C -%.78 ton
Be$n Mert;Gris p) Trotor
C &.3&
C C &.&& ton
C -%.78 ton
d. %ota5 Beban Hidu> dengan Kejut Bangunan Ata0
G2 ertik + BM C ?%.78@ + %&&/ C ?%.78@ ton
Mo*en )i titik YZY , C p + C &.&& ton.*
3.1. Beban $engaruh #em>a
C %3/
C %3.&&/ + - C &.&& ton
Momen di titik : * C + C &.&& + "I;&! C "I;&! ton.*
C %3/ + - C &.&& ton Momen di titik : * C + C - ton.*
3.3. %ekanan %anah 6 %a 7
a. %ekan %anah Akti? 6%a7
C C &.1&73
C 1& α C &
C %&
C &.&& C %.6&
+ i ba2ah Abutment
- pe(ru $e$n i)up ,
C &.1% W C &.&& *eter
- pen(ru tn kti , B C &.&& *eter
C - *eter
C -
C C - ton;*
C C - ton
C C - ton
titik $ert ----\ C + C &.&& *eter
a. ead Load 6 M> 7
Mptot
Be$n Mti Bn(unn ts Mp C &93 + Mptot
M+Mp Mp ? 3 6 @
% ton;*4
Rp
% + D + F
1 ton;*
4
R1
&/ + 4 + :
t + L ; 4
H @ R> R
3
8> @ 6 H K @
M+
? 3
6@
Koe5isien Ge*p
a. ari Bangunan Ba2ah 6#hb7 )
#hb/
C k + ΣM
M[%
G$%
[4
b. ari Bangunan Ata0 6#h>7 )
#h> C k
+ Mp
tot
M[Gp
Gp
? 4
1
8
3@
K A
sin?φ δ@ . sin?φ - α@
#os?τ δ@ . #os?τ - α@
)i*n , φ o o
δ C φ ; 1 o
τ C Ar#t( ? 4 ; tot@ o γ t tons;*1
t% C &9 + γ
t + K
A ton;*4
D C H
t4 C γ
t .
D . K
A ton;*4
T%
½ ?t%t
4@ +
D
T%
T% . #os ? δ + τ@ . W
T%
T%
. sin ? δ + τ @ . W
2T%
?t%
4.t4
@?t
% t4
@
%
4#os4τ . #os?τ δ@ .
#os4?φ - τ @
D1
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C C &.1%6
C 4%.86 )n α C -
C &.&& C -
C &.%3 )nC 7.31%
C &.&&
/7 i ba2ah Abutment
C H C &.&& *eter
C C &.&&
C C &.&& ton
C C &.&& ton
Titik $ert ------\ C C &.&& *eter
C B C &.&& *eter
Momen di titik : * : )
C - ton.*
C - ton.*
17 $ada Sumuran )
C &.&& C %.&4
C - C &.&&
C &.&&
C &.&&&
C Err,3&4 ton
C Err,3&4 ton
C Err,3&4 ton
titik $ert , C C "I;&! *etre
C C -&.3& *etre
Momen di titik : * : ) C Err,3&4 ton.*
C Err,3&4 ton.*
3.4. #a=a Rem 6 Rm 7
&.&3 C -&.& ton
Momen di titik : * : ) C C -&.%6 ton.*
3.4. a=a ukung %anah i0ting
NZ. URAIAN SATUAN EXISTING URUGAN
b. %ekan %anah Akibat #em>a 6%a,g7
K AE
sinφ . sin?φ( - α@#os?τ - φ
ο@ . #os?τ - α@
)i*n , φ( = φ - φo o o
τ C Ar#t( ? 4 ; tot@ o δ o
k tn-% . k o
k % - k
D
t%9( γ t . D . K AE ton;*4
T%9( &93 . t%9( . D . #os? τ @ . W
T%( &93 . t%9( . D . sin? τ @ . W
2T%9( D ; 1
XT%9(
M+T%9( C T%9( . XT%9( M2T%9( C T%9( . [T%9(
φs o K AEs
φ(s C φs - φο o γ ts tons;*1
τs
o
ta,g0
@ γt0 . h
0 . K
A0 ton;*4
T(s C ? t%9( t(s @ . s . "o
T(s C T(s . #os?δ τ@
T(s C T9(s . sin?δ τ@
2T9( s ; 1 .
XT9( B - )%
M+T(s C T(s . XT(M2T(s C T(s . [T9(
Koe5. re*. 5 $ C Rm C 5 $ + Rp
M[9R* R* + ? %97H @
%
4
#osφo . #os4τ . #os?τ φo@ .
#os4?φ( - τ @
φo C
t9( 4.t9(st9( t9(s
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4a. #A
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4c. #A
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D. K*%R*L #"LI#, #SR A AMBLAS
"2 )ukun( tn ? iin @ C Err,3&4
Le$r e5ekti5 psn(n $tu B C &.&& *
C Err,3&4 *
A C Lus pen*pn( )sr su*urn C Err,3&4
n C Ju* su*urn p) setip $ut*en n C 8.&& $u
Su)ut (eser ntr psn(n $eton )(n tn C 14.3&C &.8
*.
#"LI# #SR
m ton +
A. Ko*$insi I
M H K T Tu "I;&! "I;&! &.&& "I;&! ?%.%6@ "I;&! "I;&!
B. Ko*$insi II
M T A G( A SR T* "I;&! "I;&! &.&& "I;&! - "I;&! "I;&!
. Ko*$insi III
Ko*$.I R*G(ASRT*S "I;&! "I;&! &.&& "I;&! ?%.41@ "I;&! "I;&!
". Ko*$insi I
"I;&! "I;&! &.&& "I;&! - "I;&! "I;&!
E. Ko*$insi
M P% "I;&! "I;&! &.&& "I;&! - ] \ %.4 -\
0. Ko*$insi I
M H K T S T$ "I;&! "I;&! &.&& "I;&! ?%.%6@ "I;&! "I;&!
*.
K*%R*L AMBLAS
I BA9AH S"M"RA
ton
A. Ko*$insi I
M H K T Tu Err,3&4 Err,3&4 Err,3&4
B. Ko*$insi II
M T A G( A SR T* Err,3&4 Err,3&4 Err,3&4
. Ko*$insi III
Ko*$.I R*G(ASRT*S Err,3&4 Err,3&4 Err,3&4
". Ko*$insi I
Err,3&4 Err,3&4 Err,3&4
E. Ko*$insi
M P% Err,3&4 Err,3&4 Err,3&4
a7 nR /,D 6norma57 J nR /,1 6gem>a7
;o@ 6M + M=7-8 8
u @ 8. tan φ
Bn
R@ 8
u -H
M G T( A( Tu
K*MBIASI$MBBAA $ @ 6Σ8#07-n G @ P - A
ton-m1
M G T( A( Tu
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. "i*eter su*urn )iitun( $er)srkn nis kesei*$n(n sttik seperti )i$D ini ,
8 #0 + Rf + R0 @ (
)i*n ,
C G2 ertik )ri $e$n struktur
)en(n ru*us AB9 *k ,
Ju* su*urn setip $ut*en n C 8.&& $u
-&.8 ton
&.&&
%& Err,3&4 &.%6
&.&& *eter &.1%
"i)pt , C Err,3&4 *
0ktor Ke*nn 0k C %.81 rr)D(1 *
C Err,3&4 *eter
#*
C Err,3&4 *eter
C ALUE! * C 8AL"! #*
). Bert Su*urn ? Gs @
C Err,3&4
C Err,3&4
C Err,3&4 *
C Err,3&4
C Err,3&4 ton
C Err,3&4 ton
C Err,3&4 ton
Gs C Err,3&4 ton
Titik $ert , C "I;&! *
C "I;&! *
E. IAM%R S"M"RA 6 o 7
Gs C Bert Su*urn C &943.π."o4.γ #.s
R5 C G2 (esek 2n( ter')i p) )in)in( su*urn C π."o.µ.s.E(
Rs C G2 reksi tn )i $D su*urn C &943.π."o4.
C "2 )ukun( tn )i $D su*urn ? )i)pt )ri si peneitin tn p) oksi $ut*ent@
pers*n kesei*$n(n , &943.π."o4.γ #.s - π."o.µ.s.E( - &943.π."o
4. C &
(,1D.π.6γc.h
0 +
a557.
o1 + π.µ.h
0.
ag.
o 8 @ (
π.µ.E(.s ?π.µ.E(.s@4 - π.?γ #.s - @.
&93.π.?γ #.
s -
@
C ? M Mp H K @;n C
E( C t%9( t9(s C ton;*4
φS C C ton;*4 µ Cs C γ # C ton;*1
hit
"o C "
it . 0
$. Te$ "in)in( Su*urn ? so @
so% C &9%& &94& + "o0
o @
so4
C &9%3 "o;
#. Te$ Kki Su*urn ? to @
: C π."o1;14 *1
Ao C &943.π."o4 *4
) C "o - 4.So
Ao C &943.π."o4 *4
%. Bert )in)in( su*urn , &943.π.?"o4 - )[email protected].
4. Bert pen(isi $eton #2oop , &943.π.)4.s.γ
#2
1. Bert kki su*urn , to . "
o . γ
#
+3 C ΣM4 . +4 ; ? Gs ΣM4 @
23 C ΣM4 .24 ; ?Gs ΣM4@
hit C
o
to C
γ s
γ #
Beton #2oop K-%63
"o
)So So
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F. $enu5angan Badan $onda0i
Te(n(n iin $' trik C %14.&& U - 48
Kut $' ren#n C 4&77.&&
Ekiensi ntr $' )n $eton n C "I;&! -
Te(n(n iin $eton C &.&& K - -
Te(n(n iin (eser C &.&&
C "I;&! -
"iskripsi St. I II III
Mo*en *ksi*u* M ton.*;* "I;&! "I;&! "I;&!
G2 Lintn( < ton;* &.&& &.&& &.&&
G2 Nor* N ton;* -%.78 &.&& -%.1
Tin((i tot #* %3.&& %3.&& %3.&&
Le$r Pen*pn( $ #* %&&.&& %&&.&& %&&.&&
Beton sei*ut ) #* %.&& %.&& %.&&
Tin((i e5ekti5 #* %8.&& %8.&& %8.&&
Pn'n( $)n #* -%4.&& -%4.&& -%4.&&
Lus tun(n trik *ini*u* #*4 7.&3 7.&3 7.&3
Eksentrisits ki$t $e$n #* "I;&! "I;&! "I;&!
Eksetrisits t*$n untuk keti)k teptn su*$u #* 4.&& 4.&& 4.&&
Tot eksentrisits D #* "I;&! "I;&! "I;&!
Per$n)in(n eksentrisits D )(n tin((i pen*pn( ? - @ "I;&! "I;&! "I;&!
Koe5isien tekuk 2n( te(ntun( p) $entuk pen*pn( ? - @ "I;&! "I;&! "I;&!
Pn'n( tekuk #* ?7.8&@ ?7.8&@ ?7.8&@
Eksetrisits t*$n untuk *e*peritun(kn tekuk #* "I;&! "I;&! "I;&!
Penin(ktn ke*nn ter)p pen(e#in eksentrisits D #* 4.43 4.43 4.43
Ju* eksetrisits ter*suk t*$nn2 #* "I;&! "I;&! "I;&!
Eksentrisits (2 nor* tot #* "I;&! "I;&! "I;&!
ton.#* "I;&! "I;&! "I;&!
?-@ "I;&! "I;&! "I;&!
PENULANGAN S
?-@ "I;&! "I;&! "I;&!
Koe5isien en(n *o*en )* C 6;7 ?-@ &.77 &.77 &.77
Ekiensi )n koe5isien tun(n trik ?-@ "I;&! "I;&! "I;&!
Koe5isien 'rk (ris netr INPUT Q ?-@ "I;&! "I;&! "I;&!
Len(n *o*en )* C . #* %4.43 %4.43 %4.43
Jrk (ris netr 2 C Q. #* "I;&! "I;&! "I;&!
Koe5isien te(n(n $eton ?-@ "I;&! "I;&! "I;&!
Koe5isien te(n(n $' tun(n ?-@ "I;&! "I;&! "I;&!Koe5isien tun(n trik se*u ? tnp (2 nor*@ ?-@ "I;&! "I;&! "I;&!
Koe5isien tun(n trik peru$n ?)(n (2 nor*@ ?-@ "I;&! "I;&! "I;&!
Lus tun(n trik se*u ?tnp (2 nor*@ "I;&! "I;&! "I;&!
Lua0 tu5angan tarik =ang di>er5ukan "I;&! "I;&! "I;&!
Lua0 tu5angan tekan =ang di>er5ukan "I;&! "I;&! "I;&!
Lus tun(n )istri$usi "I;&! "I;&! "I;&!
Kontro5 #e0er &.&& &.&& &.&&
Peru Peru Peru
+ %u5angan %arik @ %ekan ia.N I8-(! +
** "I;&! "I;&! "I;&!
Ju* $u "I;&! "I;&! "I;&!
σ k(;#*4
σ∗u k(;#*
4
σ$ k(;#*4
τ$ k(;#*4
φο C σ
; n.σ
$
t C 1 8 3
C t - )
1
A*in C ?%4 ; σ>u@ .$ .
eo%C M;N
4 \ eo4 C t;1&
eo C eo% eo4
eo;t)n eo;t C\
Lk C &96.1
e% C .?L
k;%&&.
t@4.
t
e4
C &9%3.t
e C eo e
% e
4
e C e &93.
t- )
N.e
Koe5isien pen*pn( C C _ %;?n..@ `
n.N.e
$.σPer$n)in(n us tun(n tekn A )n ustun(n trik A
Jik C %- . ; e &
C %- e ; ? - )@
nω = 1/ Ca2 .
φ C ?%-ε@;ε
φ C ?%-ε@;?ε - );@ω = nω/n
Jik i C %;?% - .;e @ &
i C %;=%- e;?-)@
i.A C ω.$. #*4
A>er5u
@ i.A-i cm1
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