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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

j – 2r
2j + r
3j – r
2j – r

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1/2
1
0
3/4

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

6
4
3
5

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The reduced diameter of the column
The diameter of the top
The dimension of the base
The diameter of the base

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Structural Analysis
Castigliano’s first theorem is applicable

None of these
only when principle of superposition is valid
when the system behaves elastically
for statically determinate structures only

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.24 Wl
0.16 Wl
0.25 Wl
0.20 Wl

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