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 oyp = 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.
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 oyp = 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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