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Structural Analysis

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

-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
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
Bending moment at any section in a conjugate beam gives in the actual beam

bending moment
deflection
curvature
slope

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

The direction in which the deflection is required
Inclined direction
Vertical direction
Horizontal direction

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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

0.5 L
0.234 L
0.25 L
0.211 L

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