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Structural Analysis

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

j – 2r
2j – r
3j – r
2j + r

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

6
4
9
3

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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 ?

0.5 mm
0.05 mm
0.005mm
5 mm

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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

greater than 1
zero
less than 1
1

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Structural Analysis
Castigliano’s first theorem is applicable

when the system behaves elastically
None of these
only when principle of superposition is valid
for statically determinate structures only

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

Becomes zero
Is increased
Remains unchanged
Is decreased

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