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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

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

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

1
6
2
3

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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

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

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Hinged support
Free end
Fixed support
Roller support

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Structural Analysis
The three moments equation is applicable only when

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

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

11 times
12 times
10 times
13 times

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