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Structural Analysis

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

2j + r
j – 2r
2j – r
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), (ii) and (iii)
only (i)
(i) and (ii)

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

greater than 1
1
zero
less than 1

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For any type of structure
In statically determinate structures only
At the point under the load only
For beams and frames only

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Unstable
Stable and statically determinate
Stable and statically indeterminate
None of these

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

j-3r
j-2r
2j-r
3j-r

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MORE MCQ ON Structural Analysis

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