UFC 4-152-01
28 July 2005
Table 3-6 Load Combinations LRFD
VACANT
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
D
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
L
0
1.6
1
0
1
1
0
0
B
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
Be
0
0
0
0
0
0
0
0
C
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
Cs
0
0
0
0
0
0
0
0
E
0
1.6
0
0
0
0
1.6
1.6
EQ
0
0
0
0
0
1
0
1
W
0
0
0
0.8
1.6
0
1.6
0
Ws
0
0
0
0
0
0
0
0
RST
0
1.2
0
0
0
0
0
0
Ice
0
0.2
0
0
1
0
1
0
BERTHING
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
D
1.2
1.2
1.2
1.2
L
1.6
1
1
1
B
1.2
1.2
1.2
1.2
Be
1.6
1
1
1
C
1.2
1.2
1.2
1.2
Cs
0
0
0
0
E
1.6
0
0
0
EQ
0
0
0
1
W
0
0
1.6
0
Ws
0
0
0
0
RST
1.2
0
0
0
Ice
0.2
0
1
0
MOORING
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
D
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
L
0
1.6
1
0
1
1
0
0
B
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
Be
0
0
0
0
0
0
0
0
C
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
Cs
1.4
1.2
1.2
1.2
1.2
1.2
0.9
0.9
E
0
1.6
0
0
0
0
1.6
1.6
EQ
0
0
0
0
0
1
0
1
W
0
0
0
0.8
1.6
0
1.6
0
Ws
0
0
0
0.8
1.6
0
1.6
0
RST
0
1.2
0
0
0
0
0
0
Ice
0
0.2
0
0
1
0
1
0
(a)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 1
(b)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 2
(c)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 3a
(d)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 3b
(e)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 4
(f)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 5
(g)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 6
(h)
ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.3.2 Eqn 7
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