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Structural Analysis

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/2EI
L/4EI
L/3EI

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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
Always be compression
Change from tension to compression

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Structural Analysis
Castigliano’s first theorem is applicable

only when principle of superposition is valid
for statically determinate structures only
when the system behaves elastically
None of these

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Becomes zero
Remains unchanged
Is increased
Is decreased

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

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

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

infinite length
None of these
zero moment of inertia
zero length

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