40
Tabel 2.15 Load Factors and Load Combinations
Load
Combinatio
n
DC
DD
DW
EH
EV
ES
EL
LL
IM
CE
BR
PL
LS
WA
WS
WL
FR
TU
CR
SH
TG
SE
Use One of These at a time
EQ
IC
CT
CV
Service I
1,0
1,0
1,0
0,3
1,0
1,0
1,2
TG
SE
-
-
-
-
Service II
1,0
1,3
1,0
-
-
1,0
1,2
TG
SE
-
-
-
-
Service III
1,0
0,8
1,0
-
-
1,0
1,2
TG
SE
-
-
-
-
Service IV
1,0
-
1,0
0,7
-
1,0
1,2
TG
SE
-
-
-
-
2.9.2
Resistance Factors
Untuk non prestress
................................................................(2.91)
dimana :
0,75
=
....................................................(2.92)
Untuk Prestress
..............................................................(2.93)
dimana :
0,75
=
.............................................(2.93)
c = jarak serat tekan terluar sampai dengan garis netral
d
t
= jarak titik berat besi tarik sampai dengan serat tertekan
2.9.3
Faktor Distribusi Untuk Momen dan Shear
Untuk Shear One Design Load
.........................................................................(2.94)
Untuk Shear Two or More Design Load
.........................................................................(2.95)
Untuk Momen (Disribution Factor) One Design Load
..................................................( 2.96)
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