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
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe7a8d7cc-6354-4a3e-8bc2-1b86b252c4bd%2F43abf7cf-f649-44b1-9137-a30d2fdcf71c%2Fj62krg_processed.png&w=3840&q=75)
Transcribed Image Text: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
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