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Structural Analysis

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

j – 2r
2j + r
2j – r
3j – r

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.20 Wl
0.24 Wl
0.16 Wl
0.25 Wl

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

displacements
force
displacements and forces
None of these

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

5
3
4
6

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Structural Analysis
The three moments equation is applicable only when

The spans are equal
There is no settlement of supports
There is no discontinuity such as hinges within the span
The beam is prismatic

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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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