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Structural Analysis

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
less than 1
zero

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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
Castigliano’s first theorem is applicable

when the system behaves elastically
None of these
for statically determinate structures only
only when principle of superposition is valid

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

1.2 times the minimum overturning moment due to dead load
1.4 times the minimum overturning moment due to dead load
None of these
Sum of (a) and (b)

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + 3r) = 3j
(m + r) = 2j
(m + r) = 3j
(3m + r) = 3j

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MORE MCQ ON Structural Analysis

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