A steel column having a 24-ft effective length is loaded eccentrically as shown. Using the allowable-stress method, select the wide- flange shape of 14-in. nominal depth that should be used. Use oy= 36 ksi and E= 29 × 106 psi. Take P=122 kips. 8 in. D The wide-flange shape that should be used is W14 ×[(Click to select)

A steel column having a 24-ft effective length is loaded eccentrically as shown. Using the allowable-stress method, select the wide- flange shape of 14-in. nominal depth that should be used. Use oy= 36 ksi and E= 29 × 106 psi. Take P=122 kips. 8 in. D The wide-flange shape that should be used is W14 ×[(Click to select)

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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