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17-61. The W200 x 22 A-36-steel column is fixed at its base. Its top is constrained to rotate about the y-y axis and free to move along the y-y axis. Also, the column is braced along the x-x axis at its mid-height. If P = 25 kN determine the maximum normal stress developed in the column. 100 mm 5m 5m

17-61. The W200 x 22 A-36-steel column is fixed at its base. Its top is constrained to rotate about the y-y axis and free to move along the y-y axis. Also, the column is braced along the x-x axis at its mid-height. If P = 25 kN determine the maximum normal stress developed in the column. 100 mm 5m 5m

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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17-61. The W200 x 22 A-36-steel column is fixed at its base. Its top is constrained to rotate about the y-y axis and free to move along the y-y axis. Also, the column is braced along the x-x axis at its mid-height. If P = 25 kN determine the maximum normal stress developed in the column. 100 mm 5m 5m
Transcribed Image Text:17-61. The W200 x 22 A-36-steel column is fixed at its base. Its top is constrained to rotate about the y-y axis and free to move along the y-y axis. Also, the column is braced along the x-x axis at its mid-height. If P = 25 kN determine the maximum normal stress developed in the column. 100 mm 5m 5m
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