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Structural Analysis

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

2j – r
2j + r
j – 2r
3j – r

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Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to
i) trusses
ii) statically determinate beams and frames
iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law
iv) any statically indeterminate structure
The correct answer is

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

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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
The maximum bending moment due to a train of wheel loads on a simply supported girder

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

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Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to i) trusses ii) statically determinate beams and frames iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law iv) any statically indeterminate structure The correct answer is

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

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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 + 2j
m + r – 3j

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