Design the shear reinforcement, vertical U stirrups for independent T beam. The beam spans 24 ft face to face between simple supports, has an effective depth d= 31 in., and is reinforced for flexure with six No. 10(No.32) bars in two layers that continue uninterrupted to the ends of span. It is to carry service dead load D = 2.67 kips/ft (including self-weight) and service live load L= 5.36 kips/ft, both uniformly distributded along the span. The more approximate Eq. (4.12b) for Vc may be used. Material strengths are f'c = 5000 psi and fy = 60,000psi. The T beam dimensions are b = 42 in, hf = 6in., bw = 14 in., and h = 35 in.