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For the beam shown below, we need to determine:
(i) The support reactions RL and RR
(ii) The shear force and bending moment diagrams
(iii) The maximum stress in the beam due to bending.
4. Design a run-of-the river hydropower scheme for a river in the Scottish Borders with potential level different of 15 m carrying water from a catchment area of 14 km by 25 km. I
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logical design of process planning
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