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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

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

None of these
Sum of (a) and (b)
1.2 times the minimum overturning moment due to dead load
1.4 times the minimum overturning moment due to dead load

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Structural Analysis
The three moments equation is applicable only when

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

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Structural Analysis
The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)

6m + r – 6j
m + r – 3j
m + r – 2j
3m + r – 3j

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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 ?

5 mm
0.005mm
0.05 mm
0.5 mm

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/EI
L/4EI
L/2EI
L/3EI

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