In designing of access ramps for drainage channels why, Civil Engineering

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In designing of access ramps for drainage channels why

1.A cantilever beam 3.5 m long supports a load of 20kN on its free end.find the maximum bending stress in the beam.

2.In designing of access ramps for drainage channels, why should the direction of access ramps be sloping down towards downstream?

3.Should air test or water tests be selected to test the leakage of constructed gravity pipelines?

4.What is the purpose of skin reinforcement for deep beams?

5.What are the functions of different components of a typical expansion joint?

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Civil Engineering: In designing of access ramps for drainage channels why

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