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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

less than 1
1
zero
greater than 1

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

6
3
5
4

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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)

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

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Structural Analysis
The three moments equation is applicable only when

The beam is prismatic
There is no discontinuity such as hinges within the span
The spans are equal
There is no settlement of supports

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

9
6
8
7

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

9
8
6
7

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MORE MCQ ON Structural Analysis

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