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Structural Analysis

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

5
3
6
4

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

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Structural Analysis
The three moments equation is applicable only when

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

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Always occurs at centre of span
Always occurs under a wheel load
Never occurs under a wheel load
None of these

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

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

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Vertical direction
Inclined direction
The direction in which the deflection is required
Horizontal direction

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MORE MCQ ON Structural Analysis

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