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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
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Less than the left half span
Whole span
More than the left half span
Whole of left half span

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

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Is decreased
Remains unchanged
Is increased
Becomes zero

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

zero length
zero moment of inertia
infinite length
None of these

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

8
9
6
7

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