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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
8
7
6

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.005mm
0.5 mm
5 mm
0.05 mm

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Structural Analysis
The three moments equation is applicable only when

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

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

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

6
5
3
4

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

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

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