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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

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

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

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The reduced diameter of the column
The diameter of the base
The diameter of the top
The dimension of the base

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

4
3
6
5

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

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

2j – r
2j + r
3j – r
j – 2r

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