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Structural Analysis

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

4
5
6
3

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

increase and decrease
decrease and increase
decrease and decrease
increase and increase

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

3m + r – 3j
m + r – 2j
m + r – 3j
6m + r – 6j

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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

0.211 L
0.25 L
0.5 L
0.234 L

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

m + r – 2j
m + r + 3j
m + r – 3j
3m + r – 3j

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

4
3
5
6

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MORE MCQ ON Structural Analysis

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