VII. (Based on Example 13.2) The aluminum column is braced at its top by cables so as to prevent movement at the top along the x axis. If it is assumed to be fixed at its base, determine the largest allowable load P that can be applied. Use a factor of safety for buckling of F.S.-2.5. Take Eal-70 GPa, oy =210 MPa, A=7.5×10-³ m², Ix=60×106 m², I,=25×106 m². [10%] on 4 Pay Y 5.5 m Z
VII. (Based on Example 13.2) The aluminum column is braced at its top by cables so as to prevent movement at the top along the x axis. If it is assumed to be fixed at its base, determine the largest allowable load P that can be applied. Use a factor of safety for buckling of F.S.-2.5. Take Eal-70 GPa, oy =210 MPa, A=7.5×10-³ m², Ix=60×106 m², I,=25×106 m². [10%] on 4 Pay Y 5.5 m Z
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 11.4.1P: A fixed-end column with circular cross section is acted on by compressive axial load P. The...
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![VII. (Based on Example 13.2) The aluminum column is
braced at its top by cables so as to prevent movement
at the top along the x axis. If it is assumed to be fixed
at its base, determine the largest allowable load P that
can be applied. Use a factor of safety for buckling of
F.S.-2.5. Take Eal-70 GPa, oy =210 MPa, A=7.5×10-³
m², Ix=60×106 m², I,=25×106 m². [10%]
on 4 Pay
Y
5.5 m
Z](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F601e211d-1f5d-499e-9f53-ce143c892c4b%2Ff48df93c-3764-4c97-8a5b-f694fb1a35c6%2Flo2l3e_processed.png&w=3840&q=75)
Transcribed Image Text:VII. (Based on Example 13.2) The aluminum column is
braced at its top by cables so as to prevent movement
at the top along the x axis. If it is assumed to be fixed
at its base, determine the largest allowable load P that
can be applied. Use a factor of safety for buckling of
F.S.-2.5. Take Eal-70 GPa, oy =210 MPa, A=7.5×10-³
m², Ix=60×106 m², I,=25×106 m². [10%]
on 4 Pay
Y
5.5 m
Z
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