1. A vertical column with pinned ends is subjected to an end load P. The column has a radius of gyration of r = 150 mm, a cross sectional area of A = .02 m², E = 200 GPa and ơyp = 275 MPa. The column is 6 meters tall. Determine the allowable load, Pall, and the allowable stress, ơall, using the AISC equations from section 11.7.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.6.9P: A steel column (E = 30 x 103 ksi) with pinned ends is constructed of a W10 x 60 wide-flange shape...
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1. A vertical column with pinned ends is subjected to an end load P. The column has a radius of gyration
of r = 150 mm, a cross sectional area of A = .02 m?, E = 200 GPa and oyp = 275 MPa. The column is 6
meters tall. Determine the allowable load, Pall, and the allowable stress, Oall, using the AISC equations
from section 11.7.
Transcribed Image Text:1. A vertical column with pinned ends is subjected to an end load P. The column has a radius of gyration of r = 150 mm, a cross sectional area of A = .02 m?, E = 200 GPa and oyp = 275 MPa. The column is 6 meters tall. Determine the allowable load, Pall, and the allowable stress, Oall, using the AISC equations from section 11.7.
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