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Structural Analysis

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

deflection
slope
curvature
bending moment

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

3j – r
2j – r
j – 2r
2j + r

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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 moment of inertia
zero length
infinite length
None of these

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

None of these
Always occurs under a wheel load
Always occurs at centre of span
Never occurs under a wheel load

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

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For beams and frames only
In statically determinate structures only
At the point under the load only
For any type of structure

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MORE MCQ ON Structural Analysis

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