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

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

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Structural Analysis
For under water concreting.

All of these
At least 10 percent more cement is required as compared to dry conditions
De-watering by pumping is not done or until 24 hours thereafter
The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate

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