Civil Engineering > GATE 2014 SET-1 > Plastic Analysis
The ultimate collapse load (P) in terms of plastic moment Mp by kinematic approach for a propped cantilever of length L with P acting at its mid-span as shown in the figure, would be
A
P = 2Mp / L
B
P = 4Mp / L
C
P = 6Mp / L
D
P = 8Mp / L

Correct : c

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ultimate collapse load kinematic approach propped cantilever beam GATE Civil Engineering 2014 cantilever beam plastic moment collapse load formula GATE civil engineering beam ultimate load cantilever beam kinematic approach

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