5.2. A rectangular beam is 14 in. wide and has an effective depth of 20.5 in Flexural reinforcement consists of three No. 9 (No. 29) bars. The beam contains No.

3 (No. 10) stirrups spaced at 9 in. For f'c = 3000 psi and fy=60,000 psi, calculate the nominal shear capacity of the section.

Fig: 1