For an edge flat panel, given that Vu=160 k , slab thickness =
10 in, d = 9 in, fc'= 3000 psi , fy = 60000 psi, column dimensions
24 x 24 in . Answer the following questions : a- Is shear
reinforcement required ? (show your calculations) b- Will shear
reinforcement solve the problem ? (show your calculations) c-
Determine the parameter required to resist the given ultimate shear
load then find a . d- Determine the stirrups spacing...