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8. Design column A of the unbraced frame of Figure as an axially loaded compression member carrying a dead load of 55 kips and live load 220 kips using A36 steel. In the plane perpendicular to the frame the system is braced with supports at top and bottom of 21 ft height. 21-01 Potential buckled KL shape if W14 x 82 40'-0 governs Column A W14 X 82 W14 x 82 40-0 40'-0

8. Design column A of the unbraced frame of Figure as an axially loaded compression member carrying a dead load of 55 kips and live load 220 kips using A36 steel. In the plane perpendicular to the frame the system is braced with supports at top and bottom of 21 ft height. 21-01 Potential buckled KL shape if W14 x 82 40'-0 governs Column A W14 X 82 W14 x 82 40-0 40'-0

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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8. Design column A of the unbraced frame of Figure as an axially loaded compression member carrying a dead load of 55 kips and live load 220 kips using A36 steel. In the plane perpendicular to the frame the system is braced with supports at top and bottom of 21 ft height. 21-01 Potential buckled KL shape if W14 x 82 40'-0 governs Column A W14 X 82 W14 x 82 40-0 40'-0
Transcribed Image Text:8. Design column A of the unbraced frame of Figure as an axially loaded compression member carrying a dead load of 55 kips and live load 220 kips using A36 steel. In the plane perpendicular to the frame the system is braced with supports at top and bottom of 21 ft height. 21-01 Potential buckled KL shape if W14 x 82 40'-0 governs Column A W14 X 82 W14 x 82 40-0 40'-0
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