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Structural Analysis

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

6
8
7
9

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

None of these
displacements
force
displacements and forces

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

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

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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

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

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1/2
0
1
3/4

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For beams and frames only
At the point under the load only
In statically determinate structures only
For any type of structure

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MORE MCQ ON Structural Analysis

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