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

zero length
None of these
zero moment of inertia
infinite length

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Structural Analysis
For under water concreting.

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

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