sap2000_v

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1718 7

6,3m

L = 33 m

1 2 3 4 5 6 7 8 9 10 11 12

13141516

19 20 21 22 23

1 2 3 4 5 6

8 9 10 11 12 13

PMSSO

1/2PMSSC

1/2PMSSB

1/2PMA

PMSSO

PMSSC

PMSSB

PMA

PMSSO

1/2PMSSC

1/2PMSSB

1/2PMA

PMSSO

PMSSC

PMSSB

PMA

PMSSO PMSSO

PMSSA PMSSA

SAP2000 V.7.42 JEMBATAN TYPE WARREN

2.1. Kombinasi Beban

Beban mati dan beban mati tambahan dikerjakan dengan SAP 200,

sedangkan muatan hidup (beban D) dihitung dengan menggunakan garis

pengaruh.

a. Beb

an Mati

Keterangan :

PMSC =Beban mati pelat beton dantrotoar

PMSSB = Beban mati gelaga meman!ang " gel# Melintang " gel# $engi%at

PMMSSA = Beban mati i%at angin ata&PMMSO = Beban mati $elat b'('(l " $engi%at

PMA = Beban mati tamba'an

PMSC = 196,1300 )*

PMSSB = 32,6732 )*

PMMSSA = 3,8330 )*

PMMSO = 0,2585 )*

PMA = 75,4545)*

BATANG RANGKA WF 300.300.10.15

b. Beban idup

P+A*CA*-A* S.P.L +MBAA*DENGAN SAP2000 V.742

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1# P+AMA ).A +*)A* SAA* )*M

2# .L+ *+ MO+L3# *MB+ O -. SPAC+S

.+C.O* MBLA B+*A*- B.-+: = 12

; .+C.O* MBLA L+BA B.-+: =1

< .+C.O* MBLA .*--. B.-+: =1

-. SPAC.*-

.+C.O* L+BA M+.A* : = 2#75 5#50:

; .+C.O* L+BA +MBAA*: =10#20< .+C.O* .*--. +MBAA*: =6#35

4# )L.) LA;A ;

lal( %li% > (nt(% mengamba batang


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5# A.) BAA*- SP+. AMP.LA* S+B+LA )A*A*

6# P LA;A 3 -AMBA S+B+LA )..: SPA;A L+B. MA ALAM

M+*--AMBA


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7# M+MAS))A* +*.S MA+.AL +.*+ MA+.AL

8# )L.) A *+ MA+.AL B(at nama BAA

M BAA 3200 lal( ?%


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9# M+M+*)A* )A* )L.) +.*+ AM+ S+C.O* A/.+

LA*-+

PO.L BAA 300#300#15#10

&e@ti?n name ganti b(at nama 300

mateial $ili' BAA'eig't ,t3 300 @m 0#30 mm:

t?$ ,t2 300 @m 0#30 mm:

tebal $lat ata& t 1#0 @m 0#01 mm :

tebal $lat tenga' ,t 15 @m 0#015 mm:b?t?m, t2b 300 @m 0#30 mm:

b?t?m, tb 1#0 @m 0#01 mm :

10# +.*+ SA.C LOA CAS+S A *+ LOA

A *+ LOA

- PMSC DEAD- 1

- PMSSB- DAEAD -1

- PMMSO-DEAD-1

- PMA-LVE-0


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- P2-LVE-0

- P3-LVE-0

- P4-LVE-0

- P5-LVE-0

- P!-LVE-0

- PTD-LVE-0

- "TD-LVE-0

11# +.*+ LOA COMB.*AS.

A *+ COMBO

COMB 1

@a&&e nama PMSC l?aD @a&e

&@ale a@t? 1

lal( aDD ?%

COMB 2

PMSSB

PMSSA

PMMSO

PMA


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COMB 3

PMA

Setela' %?mbina&i 1,2 3, &ele&ai %li% ?%

12#BLO) S+MA A*-)A +MBAA*

ASS.-*AM+ LAL )L.) S+C.O*SS##


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)L.) 300

LAL O)

13#P+MB+BA*A*

PMSC

PMSC = 196,1300 )*


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)L.) O.* 1 A* 13 *) *.LA. S++*-A B+A PMSC

LAL ASS.-* O.* SS.C LOAS OC+S


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MAS) )A* *.LA. S++*-A A. PMSSC AA OC+ -LOBAL < 88

*) *.LA. PMSC )+S+LA* BLO) O.* 3#5#7#9#11

LA*-. LA*-)A . AAS ASS.-* O.* SS.C LOAS OC+S

MAS))A* *.LA. OC+ -LOBAL < 196,1300

S+.*-A +A. S+P+. -AMBA . BAA#


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PMSSO

1/2PMSSC

1/2PMSSB

1/2PMA

PMSSO

PMSSC

PMSSB

PMA

PMSSO

1/2PMSSC

1/2PMSSB

1/2PMA

PMSSO

PMSSC

PMSSB

PMA

PMSSO PMSSO

PMSSA PMSSA

PMSC = 196,1300 )*

PMSSB = 32,6732 )*

PMMSSA = 3,8330 )*

PMMSO = 0,2585 )*

PMA = 75,4545)*

GAMBAR ALUR PEMBEBANAN

*) P+MB+BA*A* *.LA. PMSSSB .). CAA . AAS#A* .). S+P+.

AL P+MB+BA*A* #

S++LA S+L+SA. P+MB+BA*A* P2 )L.) O.* 3 LAL .). CAA .AAS#

LAL MAS) )A* A*-)A POC+ -LOBAL < 1


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*) P3 %li% !?in 5 Dengan beban 1

$4 %li% !?in 7 Dengan beban 1



*) *.LA. P )L.) O.* 7 +*-A* B+BA* ,L.A AA A*A#*) *.LA. E )L.) O.* 1#3#5#7#9#11# +*-A* )L.) PAM+ 13#14#15#16#17#18##

14#A*AL.S.S

)L.) A*AL;S+ S+ OP.O* LAL P.L. SPAC+ SS

LAL O)


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15#*

16# C+)


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+S.-*SA +S.-*/ C+) O S) ,B.LA +APA *.LA. */C,BA

.M+*S. BAA*-#

17#M+L.A MOM+*#

.SPLA;SO +L+M+* OC+S LAL P.L. O.* AM+:

O)##


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*) P.*

P.L. .L+P.* OP A* .* ABL+S##

LAL P.L. SAF+ +*-A* *AMA A* *.M#D?@

S+L+SA.

P+A*CA*-A* S.P.L +MBAA*DENGAN SAP2000 V742

sap2000_v

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