UFC 4-023-03
25 January 2005
Figure 3-6 Location of Internal Load-Bearing Wall Removal for MLOP and HLOP
Structures
3-2.4
Factored Loads for Alternate Path Method.
3-2.4.1
Nonlinear Dynamic Analysis Load Case.
For Nonlinear Dynamic analyses of all construction types, apply the following
factored load combinations to the entire structure:
(0.9 or 1.2) D + (0.5 L or 0.2 S) + 0.2 W
Dead load (kN/m2 or lb/ft2)
where
D
=
Live load (kN/m2 or lb/ft2)
L
=
Snow load (kN/m2 or lb/ft2)
S
=
W
=
Wind load, as defined for the Main Wind Force-
Resisting System in Section 6 of ASCE 7-02
(kN/m2 or lb/ft2)
3-10
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