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Structural Analysis

Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

7
9
8
6

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

m + r + 3j
3m + r – 3j
m + r – 3j
m + r – 2j

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

6
4
3
5

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
is increased
becomes zero
remains unchanged

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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 ?

0.05 mm
0.5 mm
0.005mm
5 mm

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Structural Analysis
The test strength of the sample is taken as the average of the strength of

4 specimens
2 specimens
3 specimens
5 specimens

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