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A W12X170 column of A36 steel has an unbraced length of 3.6m about the y-axis and 7.2m about the x-axis. Assume that the member is pinned at the top and fixed at the bottom. The bracing about y-axis is also pinned. Determine the allowable compressive strength of the column (kN). Properties of W12X170 • Area - 32,258mm2 • Ix = 145.80mm • Ty = 81.79mm • b = 319.28mm • tt = 39.62mm • h = 242.06mm • tw = 24.38mm

A W12X170 column of A36 steel has an unbraced length of 3.6m about the y-axis and 7.2m about the x-axis. Assume that the member is pinned at the top and fixed at the bottom. The bracing about y-axis is also pinned. Determine the allowable compressive strength of the column (kN). Properties of W12X170 • Area - 32,258mm2 • Ix = 145.80mm • Ty = 81.79mm • b = 319.28mm • tt = 39.62mm • h = 242.06mm • tw = 24.38mm

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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A W12X170 column of A36 steel has an unbraced length of 3.6m about the y-axis and 7.2m about the x-axis. Assume that the member is pinned at the top and fixed at the bottom. The bracing about y-axis is also pinned. Determine the allowable compressive strength of the column (kN). Properties of W12X170 • Area = 32,258mm2 • Ix = 145.80mm • Ty = 81.79mm • bf = 319.28mm • tf = 39.62mm • h = 242.06mm • tw = 24.38mm
Transcribed Image Text:A W12X170 column of A36 steel has an unbraced length of 3.6m about the y-axis and 7.2m about the x-axis. Assume that the member is pinned at the top and fixed at the bottom. The bracing about y-axis is also pinned. Determine the allowable compressive strength of the column (kN). Properties of W12X170 • Area = 32,258mm2 • Ix = 145.80mm • Ty = 81.79mm • bf = 319.28mm • tf = 39.62mm • h = 242.06mm • tw = 24.38mm
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