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We should be aware of Shear reinforcement before proceeding-
Bending is normally guarded or balanced with the aid of using Shear. The mixture of shear and bending stresses produce the foremost strain which reasons diagonal anxiety in beams. These diagonal tensile stresses possibly purpose cracks diagonally in beam. These stresses are resisted with the aid of using offering shear reinforcement withinside the shape of vertical stirrups or bent up bars
As in line with Clause 26.5. 1.5 of IS 456 The spacing of stirrups have to now no longer exceed 0.75d (‘d’ is powerful intensity of beam) or 300mm whichever is much less and diameter have to now no longer exceed 6mm.