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4.22 Give the time effect factor À for the following load combinations: a. 1.2D + 1.6S + L b. 1.2D + W + L + 0.5S c. 1.2D + 1.6L + 0.5S with L from occupancy d. 1.2D+ 1.6L, + L e. 1.4D

4.22 Give the time effect factor À for the following load combinations: a. 1.2D + 1.6S + L b. 1.2D + W + L + 0.5S c. 1.2D + 1.6L + 0.5S with L from occupancy d. 1.2D+ 1.6L, + L e. 1.4D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4.22 Give the time effect factor for the following load combinations: a. 1.2D + 1.6S + L b. 1.2D + W + L + 0.5S c. 1.2D+ 1.6L + 0.5S with L from occupancy d. 1.2D+ 1.6L, + L e. 1.4D 4.23 What reference design values for wood, if any, are not subject to adjustment for duration of loading (ASD)? For time effect (LRFD)?
Transcribed Image Text:4.22 Give the time effect factor for the following load combinations: a. 1.2D + 1.6S + L b. 1.2D + W + L + 0.5S c. 1.2D+ 1.6L + 0.5S with L from occupancy d. 1.2D+ 1.6L, + L e. 1.4D 4.23 What reference design values for wood, if any, are not subject to adjustment for duration of loading (ASD)? For time effect (LRFD)?
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