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Structural Analysis

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

6
3
4
5

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

3
9
4
6

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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

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

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The dimension of the base
The diameter of the base
The diameter of the top
The reduced diameter of the column

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

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

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

None of these
force
displacements and forces
displacements

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MORE MCQ ON Structural Analysis

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