(a) Draw a flowchart on how to design a compression member using rolled W-shape. Paste a picture of your flowchart on the textbox below. (b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to- %3D paper direction only. For determining K, neglect inelastic action, and use lx for beams and ly for columns. Use ASD specifications.

(a) Draw a flowchart on how to design a compression member using rolled W-shape. Paste a picture of your flowchart on the textbox below. (b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to- %3D paper direction only. For determining K, neglect inelastic action, and use lx for beams and ly for columns. Use ASD specifications.

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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