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A singly-bay ...

Question

A singly-bay single-storeyed portal frame ABCD is fixed at A and D as shown in the figure. If axial deformation is neglected, the kinematic indeterminacy is

A

4

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B

2

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C

6

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D

3

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Solution

The correct option is D 3
$D_{k} = 3 j - r - m$
$= 3 \times 4 - 6 - 3 = 3$

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