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Determine the governing (ASD) axial load (kN) for a column in a multistory office building using the nominal axial loads below. Dead load = 250 kN Live load 100 kN Roof live load = 40 kN Wind load (Compression) = 335 kN Wind load (Tension) 142 kN h = 1.0

Determine the governing (ASD) axial load (kN) for a column in a multistory office building using the nominal axial loads below. Dead load = 250 kN Live load 100 kN Roof live load = 40 kN Wind load (Compression) = 335 kN Wind load (Tension) 142 kN h = 1.0

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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4. Determine the governing (ASD) axial load (kN) for a column in a multistory office building using the nominal axial loads below. Dead load = 250 kN Live load 100 kN Roof live load = 40 kN Wind load (Compression) = 335 kN Wind load (Tension) 142 kN f = 1.0 5. Detemine the govening (ASD) shea foce (N for beam in a univesitybulding using the noninal shear foces. The ocupancy f he uidingis casifed as a pace of public assembly. Dead load = 222 kN Live load = 67 kN Wind load = +72 kN Seismic load = 123 kN
Transcribed Image Text:4. Determine the governing (ASD) axial load (kN) for a column in a multistory office building using the nominal axial loads below. Dead load = 250 kN Live load 100 kN Roof live load = 40 kN Wind load (Compression) = 335 kN Wind load (Tension) 142 kN f = 1.0 5. Detemine the govening (ASD) shea foce (N for beam in a univesitybulding using the noninal shear foces. The ocupancy f he uidingis casifed as a pace of public assembly. Dead load = 222 kN Live load = 67 kN Wind load = +72 kN Seismic load = 123 kN
The following are the load combinations to be used. LRFD Load Combinations 1.4 (D+ F) 1.2 (D+F+T)+ 1.6 (L+ H) +0.5 (L, or R) 1.2D+1.6 (L, or R) + (fiL or 0.5W) 1.2D+ 1.0W + fiL+ 0.5 (L, or R) 1.2D+1.0E + fiL 0.9D+ 1.0W +1.6H 0.9D+ 1.0E + 1.6H ASD Load Combinations D+F D+H +F+L+T D+H+F+(L, or R) D+H+F+0.75L+0.75 (L, or R) D+H +F+ (0.6W or ) от
Transcribed Image Text:The following are the load combinations to be used. LRFD Load Combinations 1.4 (D+ F) 1.2 (D+F+T)+ 1.6 (L+ H) +0.5 (L, or R) 1.2D+1.6 (L, or R) + (fiL or 0.5W) 1.2D+ 1.0W + fiL+ 0.5 (L, or R) 1.2D+1.0E + fiL 0.9D+ 1.0W +1.6H 0.9D+ 1.0E + 1.6H ASD Load Combinations D+F D+H +F+L+T D+H+F+(L, or R) D+H+F+0.75L+0.75 (L, or R) D+H +F+ (0.6W or ) от
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