Use the Euler buckling equation to determine the load P.. at which the column buckles. Indicate whether the column buckles around the x or y axis. Sketch the buckled shape, and locate and label the inflection points on the sketch. The support at the top of the column allows displacement in only the z direction and allows rotation about only the x-axis. The pin support at the bottom of the column does not allow displacement in any direction but allows rotation around all axes. Use L = 40 in, b=0.375 in, h=0.3 in, and E = 10,000 ksi. Po h b 1P Per L x

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
Use the Euler buckling equation to determine the load P.. at which the column buckles.
Indicate whether the column buckles around the x or y axis. Sketch the buckled shape, and
locate and label the inflection points on the sketch.
The support at the top of the column allows displacement in only the z direction and allows rotation
about only the x-axis. The pin support at the bottom of the column does not allow displacement in
any direction but allows rotation around all axes.
Use L = 40 in, b=0.375 in, h=0.3 in, and E = 10,000 ksi.
Po
h
b
1P
Per
L
x
Transcribed Image Text:Use the Euler buckling equation to determine the load P.. at which the column buckles. Indicate whether the column buckles around the x or y axis. Sketch the buckled shape, and locate and label the inflection points on the sketch. The support at the top of the column allows displacement in only the z direction and allows rotation about only the x-axis. The pin support at the bottom of the column does not allow displacement in any direction but allows rotation around all axes. Use L = 40 in, b=0.375 in, h=0.3 in, and E = 10,000 ksi. Po h b 1P Per L x
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