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 × 10^6 psi.
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 × 10^6 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
а.
14. 4 in
О Б. 17.8 in
О с.
15.2 in
O d. 16.5 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F13f8ec03-70d9-47a9-bfa7-24a6ede7f9a4%2F0a98a653-4222-4e1b-930a-b6ee0eab81d8%2Fxqtc8na_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
а.
14. 4 in
О Б. 17.8 in
О с.
15.2 in
O d. 16.5 in
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