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Structural Analysis

Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

1
zero
less than 1
greater than 1

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from compression to tension
Always be tension
Change from tension to compression
Always be compression

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

j-3r
3j-r
2j-r
j-2r

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Structural Analysis
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

5 mm less than the minimum clear distance between the main bars
5 mm less than the minimum cover to the reinforcement
Greater of A and B
Smaller of A and B

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

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

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

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