The W21 x 201 columns on the ground floor of the 5-story shopping mall project are fabricated by welding a 12.7 mm by 100 mm cover plate to one of its flanges. The effective length is 4.60 meters with respect to both axes. Assume that the components are connected in such a way that the member is fully effective. Use A36 steel. Compute the column strengths in LRFD and ASD based on flexural buckling.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The W21 x 201 columns on the ground floor of the 5-story shopping mall project
are fabricated by welding a 12.7 mm by 100 mm cover plate to one of its flanges.
The effective length is 4.60 meters with respect to both axes. Assume that the
components are connected in such a way that the member is fully effective. Use
A36 steel. Compute the column strengths in LRFD and ASD based on flexural
buckling.
Transcribed Image Text:The W21 x 201 columns on the ground floor of the 5-story shopping mall project are fabricated by welding a 12.7 mm by 100 mm cover plate to one of its flanges. The effective length is 4.60 meters with respect to both axes. Assume that the components are connected in such a way that the member is fully effective. Use A36 steel. Compute the column strengths in LRFD and ASD based on flexural buckling.
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