Design a wide-flange (W) column 20 ft. on length to support an axial load of 410 Kips in the interior of a building. The column base is rigidly fixed to the footing and the top of the column is rigidly framed to very stiff girders. Assume that bracing is provided to prevent sidesway in the weak deflection plane of the column, but the sidesway in the strong plane is not prevented. Select an economical W shape to satisfy the AISCS. Use A36 Steel. 14.31 In. |-- 10.13 in. I X- X 0.855 in. -0.510 in.

Design a wide-flange (W) column 20 ft. on length to support an axial load of 410 Kips in the interior of a building. The column base is rigidly fixed to the footing and the top of the column is rigidly framed to very stiff girders. Assume that bracing is provided to prevent sidesway in the weak deflection plane of the column, but the sidesway in the strong plane is not prevented. Select an economical W shape to satisfy the AISCS. Use A36 Steel. 14.31 In. |-- 10.13 in. I X- X 0.855 in. -0.510 in.

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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