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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
The deformation of a spring produced by a unit load is called

unit strain
influence coefficient
flexibility
stiffness

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

1
3/4
1/2
0

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Structural Analysis
The test strength of the sample is taken as the average of the strength of

5 specimens
4 specimens
2 specimens
3 specimens

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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

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

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/2EI
L/3EI
L/EI
L/4EI

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