Acantileverbeamwithb$=10$in$.,$d$=17$in$.,$andh$=20$in$.$spans$8$ft$.$fromthefaceofa concrete wall. It supports an unfactored concentrated live load P $=25$ k located $4$ ft$.$ from the face of the wall. Shear reinforcement consists of #$4$ stirrups at $8$ in$.$ c$-$c spacing along the entire span. Longitudinal reinforcement consists of $4-$#$8$ bars. Determine the adequacy of the shear design using: $($a$)$ the simpler equation for Vc; $($b$)$ the more complicated equation for Vc$.$ As part of your solution, you should verify that the minimum shear reinforcement is present. Material strengths are f$$c $=4$ ksi, fy $=40$ ksi. c$)$ Determine the adequacy of the moment design for the beam.