UFC 4-152-01
28 July 2005
Table 3-7 Load Combinations - Allowable Stress Design
VACANT
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
9(i)
10(j)
D
1
1
1
1
1
1
1
1
0.6
0.6
L
0
1
0
0.75
0
0
0.75
0.75
0
0
B
1
1
1
1
1
1
1
1
0.6
0.6
Be
0
0
0
0
0
0
0
0
0
0
C
1
1
1
1
1
1
1
1
0.6
0.6
Cs
0
0
0
0
0
0
0
0
0
0
E
0
1
1
1
1
1
1
1
1
1
EQ
0
0
0
0
0
0.7
0
0.525
0
0.7
W
0
0
0
0
1
0
0.75
0
1
0
Ws
0
0
0
0
0
0
0
0
0
0
RST
0
1
0
0.75
0
0
0
0
0
0
Ice
0
0.7
0.7
0
0
0
0
0
0.7
0
BERTHING
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
9(i)
10(j)
D
1
1
1
1
L
1
0.75
0.75
0.75
B
1
1
1
1
Be
1
0.75
0.75
0.75
C
1
1
1
1
Cs
0
0
0
0
E
1
1
1
1
EQ
0
0
0
0.525
W
0
0
0.75
0
Ws
0
0
0
0
RST
1
0.75
0
0
Ice
0.7
0
0
0
MOORING
1(a)
2(b)
3(c)
4(d)
5(e)
6(f)
7(g)
8(h)
9(i)
10(j)
D
1
1
1
1
1
1
1
1
0.6
0.6
L
0
1
0
0.75
0
0
0.75
0.75
0
0
B
1
1
1
1
1
1
1
1
0.6
0.6
Be
0
0
0
0
0
0
0
0
0
0
C
1
1
1
1
1
1
1
1
0.6
0.6
Cs
1
1
1
1
1
1
1
1
0.6
0.6
E
0
1
1
1
1
1
1
1
1
1
EQ
0
0
0
0
0
0.7
0
0.525
0
0.7
W
0
0
0
0
1
0
0.75
0
1
0
Ws
0
0
0
0
1
0
0.75
0
1
0
RST
0
1
0
0.75
0
0
0
0
0
0
Ice
0
0.7
0.7
0
0
0
0
0
0.7
0
(a) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 1
(b) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 2
(c) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 3
(d) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 4
(e) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 5a
(f) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 5b
(g) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 6a
(h) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 6b
(i) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 7
(j) ASCE 7-02 Min Design Loads for Bldgs and Other Structures, 2.4.1 Eqn 8
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