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Structural Analysis

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

7
9
6
8

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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
0.5 L
0.25 L
0.234 L

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

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Fixed support
Free end
Roller support
Hinged support

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

2
1
3
6

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

three linear movements
three rotations
two linear movements and one rotation
one linear movement and two rotations

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MORE MCQ ON Structural Analysis

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