Ay = Cy= i i Determine the shear force acting at each of the following locations: (a) x = 0+ ft (i.e., just to the right of support A) (b)x= 11.5 ft (i,e., at point B) (c) x = 16.5-ft (i.e., just to the left of the support C) (d) x = 16.5+ ft (i.e., just to the right of the support (C) (e) x = 23.5 ft Answers: Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. (a) V= (b) V= i (c) V= i (d) V= i (e) V= i i (a) M = (b) M= (d) M= Determine the bending moment acting at each of the following locations: (c) M= i Answers: (a) x = 11.5-ft (i.e., just to the left of point B) (b) x = 11.5+ft(i.e., just to the right of point B) (c) x 16.5 ft (i.e. at point C) (d) x = 23.5 ft Mmax, pos= kips Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Answers: i Mmax, neg= kips i kips i kips i kips kips kips Use your shear-force and bending-moment diagrams determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg, and their respective locations, Xmax, pos and Xmax, neg. When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. kips-ft kips-ft kips-ft kips-f kips-ft Xmax, pos= kips-ft Xmax, neg= i ft ft