Question: A 5-m span cantilever beam has a rectangular section and carries uniform load of 20kN/m (self-weight included) and concentrated factored loads of 120kN and 40kN

A 5-m span cantilever beam has a rectangular section and carries uniform load of 20kN/m (self-weight included) and concentrated factored loads of 120kN and 40kN at the midspan and free-end respectively. The beam has a width of 300mm and total depth of 600mm. The beam is reinforced by 4-28mm diameter bars and steel cover to the centroid of reinforcements = 65mm. fc=27.6MPa, and fy=276MPa. Use NSCP 2015. 9. Calculate the shear force along the beam due to external loads. 10. Calculate the ultimate shear capacity of concrete based on NSCP 2015. 11. Calculate the required spacing of 12mm diameter stirrups. 12. Calculate the maximum spacing

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