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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
Which of the following is not the displacement method?

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

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

5
6
3
4

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-3 mm to +3 mm
-4 mm to +4 mm
-5 mm to +5 mm
-2 mm to +2 mm

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

Roller support
Free end
Hinged support
Fixed support

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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
6m + r – 6j
m + r – 3j

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