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Structural Analysis

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

j – 2r
2j – r
2j + r
3j – r

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

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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
is increased
becomes zero
remains unchanged

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

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

deflection
bending moment
curvature
slope

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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/3EI
L/4EI
L/2EI
L/EI

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