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Structural Analysis

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
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Is decreased
Becomes zero
Is increased
Remains unchanged

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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

0.25 Wl
0.20 Wl
0.16 Wl
0.24 Wl

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

In statically determinate structures only
For beams and frames only
At the point under the load only
For any type of structure

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

0
1
1/2
3/4

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

5
6
3
4

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MORE MCQ ON Structural Analysis

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