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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j – r
3j – r
j – 2r
2j + r

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

m + r – 3j
6m + r – 6j
m + r – 2j
3m + r – 3j

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 2j
m + r + 2j
m + r – 3j
m – r + 2j

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Structural Analysis
Castigliano’s first theorem is applicable

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

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

only (i)
(i)and(ii)
(ii) and (iii)
(i), (ii) and (iii)

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.25 L
0.5 L
0.234 L
0.211 L

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MORE MCQ ON Structural Analysis

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