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Structural Analysis

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

5
4
6
3

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

3
5
4
6

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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

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

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Structural Analysis
For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal
(i) Of a stiffness matrix must be positive
(ii) Of a stiffness matrix must be negative
(iii) Of a flexibility matrix must be positive
(iv) Of a flexibility matrix must be negative
The correct answer is

(i) and (iv)
(i) and (iii)
(ii) and (iii)
(ii) and (iv)

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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 formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

In statically determinate structures only
For beams and frames only
At the point under the load only
For any type of structure

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MORE MCQ ON Structural Analysis

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