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Structural Analysis

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/4EI
L/3EI
L/EI
L/2EI

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

3/4
1/2
0
1

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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

0.16 Wl
0.25 Wl
0.24 Wl
0.20 Wl

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

2j + r
j – 2r
2j – r
3j – r

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

6
8
7
9

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

slope
deflection
curvature
bending moment

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MORE MCQ ON Structural Analysis

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