Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L=59 ft and fixed ends, P kips.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L =59 ft and fixed ends, P = ____ kips.

Assume that the column is made of A441 steel with E = 29 x 10 ksi, and assume that the normal stress generated by P is still within the elastic range of the material.

Reminder: use the minimum moment of inertial of the cross section. Please calculate your answer to 1 decimal place.

QUESTION 6
Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L=59 ft and fixed ends,
kips.
Assume that the column is made of A441 steel with E = 29 x 103 ksi, and assume that the normal stress generated by P is still within the elastic range of the material.
Reminder: use the minimum moment of inertial of the cross section. Please calculate your answer to 1 decimal place.
Lft
Fixed end
Fixed end
Transcribed Image Text:QUESTION 6 Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L=59 ft and fixed ends, kips. Assume that the column is made of A441 steel with E = 29 x 103 ksi, and assume that the normal stress generated by P is still within the elastic range of the material. Reminder: use the minimum moment of inertial of the cross section. Please calculate your answer to 1 decimal place. Lft Fixed end Fixed end
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