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Structural Analysis

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

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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
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

5 mm less than the minimum cover to the reinforcement
Greater of A and B
5 mm less than the minimum clear distance between the main bars
Smaller of A and B

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

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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

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

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MORE MCQ ON Structural Analysis

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