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Structural Analysis

Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

9
7
6
8

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

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/EI
2/EI
1/4 EI
1/2 EI

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

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

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

2
1
3
6

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

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