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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

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

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

Stable and statically indeterminate
None of these
Stable and statically determinate
Unstable

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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

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

1.4 times the minimum overturning moment due to dead load
None of these
Sum of (a) and (b)
1.2 times the minimum overturning moment due to dead load

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/2EI
L/4EI
L/3EI
L/EI

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

4
5
6
3

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