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Structural Analysis

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

9
8
6
7

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

At the point under the load only
In statically determinate structures only
For any type of structure
For beams and frames only

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

5
3
4
6

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Structural Analysis
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

60 %
50 %
70 %
40 %

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

6
3
2
1

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/2 EI
2/EI
1/EI
1/4 EI

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