The correct option is A Tension reinforcement in the beam
(a)
In a reinforced concrete beam external shear is resisted by
1. Shear resistance ′V′cz of the uncracked portion of concrete
2. Vertical component ′V′ay of the 'interface shear' (aggregate interlock) force Va
3. Dowel force Vd in the tension reinforcement (due to dowel action); and
4. Shear resistance Vs carried by the shear (transvers) reinforcement. if any.
The presence of increased longitudinal reinforcement in the flexural tension zone not only contributes to enhanced dowel action Vd, but also serves to control the propagation of flexural cracks and contributes to increasing the depth of the neutral axis, and thereby the depth of the uncracked concrete in compression; this enhances the contributions of Va and Vcz. Thus, the higher the percentage tension reinforcement, the greater the shear resistance in the concrete upto a limit