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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

zero
less than 1
1
greater than 1

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

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

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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
Number of unknown internal forces in each member of a rigid jointed plane frame is

9
4
3
6

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.234 L
0.211 L
0.5 L
0.25 L

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

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