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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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