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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
2j – r
j – 2r

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
remains unchanged
is increased
becomes zero

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

6
4
3
5

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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

0.5 L
0.25 L
0.211 L
0.234 L

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

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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

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

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MORE MCQ ON Structural Analysis

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