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Question
The variation of bending moment along the length of central column of the frame shown in figure is:
A.
Rectangular
B.
Triangular
C.
Parabolic
D.
Zero throughout
Answer ( Option D)

Zero throughout

Solution

Loading and flexural rigidity structure is symmetric about the central column i.e. there is no eccentricity hence only axial force will be their in central column.

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