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Structural Analysis

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

3
5
6
4

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

curvature
deflection
bending moment
slope

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

(i)and(ii)
(ii) and (iii)
(i), (ii) and (iii)
only (i)

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

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

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

5
3
4
6

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Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

More than the left half span
Less than the left half span
Whole of left half span
Whole span

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MORE MCQ ON Structural Analysis

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