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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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3f0915d3-c07b-4857-8bf5-21151b7b727d%2Ff25f6f32-7a02-4900-940d-622cd3f8963d%2Fjomppv_processed.jpeg&w=3840&q=75)
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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