A W14 x 90 section is to be used as column with a length of 30 ft. The column supports an axial load of 65 kips and an eccentric load of 90 kips acting on the Y axis. Detemrin the maximum eccentricity of the 90-kip load using the maximum stress method and the AISC specifications with yield stress = 50 ksi and E = 29 x 10^6 psi. Date from the Properties of Wide-Flange; A =26.5 in^2 S =143 in^3 r=3.70 in

A W14 x 90 section is to be used as column with a length of 30 ft. The column supports an axial load of 65 kips and an eccentric load of 90 kips acting on the Y axis. Detemrin the maximum eccentricity of the 90-kip load using the maximum stress method and the AISC specifications with yield stress = 50 ksi and E = 29 x 10^6 psi. Date from the Properties of Wide-Flange; A =26.5 in^2 S =143 in^3 r=3.70 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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