Q.1The beam shown in the figure was designed using a concrete strength of 3,000 psi and Grade 60 steel. Determine the theoretical spacing for No 3 U-shaped stirrups for the following values for shear:
(a) Vu= 12,000 lb
(b) Vu= 40,000 lb
(c) Vu= 60,000 lb
(d) Vu= 150,000 lb