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Structural Analysis

Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

zero
less than 1
1
greater than 1

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Structural Analysis
The test strength of the sample is taken as the average of the strength of

5 specimens
3 specimens
4 specimens
2 specimens

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

one linear movement and two rotations
three rotations
two linear movements and one rotation
three linear movements

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

3
2
6
1

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

2j – r
2j + r
j – 2r
3j – r

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Never occurs under a wheel load
Always occurs under a wheel load
None of these
Always occurs at centre of span

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