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Structural Analysis

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

9
6
7
8

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

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

force
None of these
displacements
displacements and forces

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

1
less than 1
zero
greater than 1

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

2j – r
j – 2r
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

0.16 Wl
0.24 Wl
0.20 Wl
0.25 Wl

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