Question: A singly reinforced concrete beam has rectangular section 2 3 0 mm wide x 4 6 0 mm effective depth. At a section under consideration

A singly reinforced concrete beam has rectangular section 230 mm wide x 460 mm effective
depth. At a section under consideration there are two 16 mm diameter bent-up bar at 45\deg and 6
mm diameter two legged strirrups at a spacing of 200 mm centre to centre. The grade of concrete
is M20. The reinforcement HYSD 415. Determine the value of factored shear force to be
permitted at the section.

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