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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

1/4 EI
1/2 EI
1/EI
2/EI

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Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-3r
3j-r
2j-r
j-2r

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

3j – r
j – 2r
2j + r
2j – r

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

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

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

None of these
infinite length
zero moment of inertia
zero length

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Hinged support
Roller support
Fixed support
Free end

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MORE MCQ ON Structural Analysis

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