The beam supports the load of P = 5.7 kip. As a result, the A-36 steel member BC is subjected to a compressive load. Due to the forked ends on the member, consider the supports at B and C to act as pins for x?x axis buckling and as fixed supports for y?y axis buckling. Part A Determine the factor of safety with respect to buckling about the x?x axis. Part B Determine the factor of safety with respect to buckling about the y?y axis.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3 ft
4 ft
3 in.
B
1 in.
-4 ft
The beam supports the load of P = 5.7 kip. As a result, the A-36 steel
member BC is subjected to a compressive load. Due to the forked ends on
the member, consider the supports at B and C to act as pins for x?x axis
buckling and as fixed supports for y?y axis buckling.
Part A Determine the factor of safety with respect to buckling about the x?x
axis.
Part B Determine the factor of safety with respect to buckling about the y?y
axis.
Transcribed Image Text:3 ft 4 ft 3 in. B 1 in. -4 ft The beam supports the load of P = 5.7 kip. As a result, the A-36 steel member BC is subjected to a compressive load. Due to the forked ends on the member, consider the supports at B and C to act as pins for x?x axis buckling and as fixed supports for y?y axis buckling. Part A Determine the factor of safety with respect to buckling about the x?x axis. Part B Determine the factor of safety with respect to buckling about the y?y axis.
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