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Structural Analysis

Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1
0
3/4
1/2

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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 heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

Greater of A and B
Smaller of A and B
5 mm less than the minimum clear distance between the main bars
5 mm less than the minimum cover to the reinforcement

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Structural Analysis
Which of the following is not the displacement method?

Moment distribution method
Kani's method
Column analogy method
Equilibrium method

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

9
6
4
3

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

Stable and statically indeterminate
None of these
Unstable
Stable and statically determinate

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