What is the LRFD time effect factor, A, for a member designed for the 1.2D+1.6L load combination where the live load comes from occupancy?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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What is the LRFD time effect factor, A, for a member designed for the 1.2D+1.6L load
combination where the live load comes from occupancy?
1.0
0.8
1.25
0.7
Transcribed Image Text:What is the LRFD time effect factor, A, for a member designed for the 1.2D+1.6L load combination where the live load comes from occupancy? 1.0 0.8 1.25 0.7
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