For Steel Structure:
v
Combination Case1: 1.4 DL
v
Combination Case2: 1.2 DL + 1.6 Lf +
0.5 Lr
v
Combination Case3: 1.2 DL + 1.6 Lr +
0.5 Lf
v
Combination Case4: 1.2 DL + 1.6 Lr +
0.8 Wx(+)
v
Combination Case5: 1.2 DL + 1.6 Lr +
0.8 Wx(-)
v
Combination Case6: 1.2 DL + 1.6 Lr +
0.8 Wy(+)
v
Combination Case7: 1.2 DL + 1.6 Lr +
0.8 Wy(-)
v
Combination Case8: 1.2 DL + 0.5 Lf +
0.5 Lr + 1.3 Wx(+)
v
Combination Case9: 1.2 DL + 0.5 Lf + 0.5
Lr + 1.3 Wx(-)
v
Combination Case10: 1.2 DL + 0.5 Lf +
0.5 Lr + 1.3 Wy(+)
v
Combination Case11: 1.2 DL + 0.5 Lf +
0.5 Lr + 1.3 Wy(-)
v
Combination Case12: 1.2 DL + 0.5 Lf +
1.5 Ex
v
Combination Case13: 1.2 DL + 0.5 Lf -
1.5 Ex
v
Combination Case14: 1.2 DL + 0.5 Lf +
1.5 Ey
v
Combination Case15: 1.2 DL + 0.5 Lf -
1.5 Ey
v
Combination Case16: 0.9 DL + 1.3 Wx(+)
v
Combination Case17: 0.9 DL + 1.3 Wx(-)
v
Combination Case18: 0.9 DL + 1.3 Wy(+)
v
Combination Case19: 0.9 DL + 1.3 Wy(-)
v
Combination Case20: 0.9 DL + 1.5 Ex
v
Combination Case21: 0.9 DL - 1.5 Ex
v
Combination Case22: 0.9 DL + 1.5 Ey
v
Combination Case23: 0.9 DL - 1.5 Ey