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Structural Analysis

Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

6
4
3
5

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

External forces only
None of these
Internal as well as external forces
Internal forces only

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

6
3
2
1

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Inclined direction
The direction in which the deflection is required
Horizontal direction
Vertical direction

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Structural Analysis
Castigliano’s first theorem is applicable

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

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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

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

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