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Structural Analysis

Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

15 kN.m
30 kN.m
60 kN.m
8 kN.m

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

9
6
3
4

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 2j
m + r + 2j
m + r – 3j
m – r + 2j

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

j – 2r
2j + r
2j – r
3j – r

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

3
6
2
1

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

6
4
5
3

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MORE MCQ ON Structural Analysis

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