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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j + r
2j – r
3j – r
j – 2r

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

4
3
6
5

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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

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

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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

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

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

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

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.5 mm
5 mm
0.05 mm
0.005mm

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