$13\mathrm{.}13$ THROUGH $13\mathrm{.}25$ Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P$13\mathrm{.}13,$ P$13\mathrm{.}14,$ P$13\mathrm{.}15,$ P$13\mathrm{.}16,$ P$13\mathrm{.}17,$ P$13\mathrm{.}18,$ P$13\mathrm{.}19,$ P$13\mathrm{.}20,$ P$13\mathrm{.}21,$ P$13\mathrm{.}22,$ P$13\mathrm{.}23,$ P$13\mathrm{.}24,$ and P$13\mathrm{.}25$ using the method of consistent deformations $13\mathrm{.}15A_y=13\mathrm{.}125kN$; $M_A=91\mathrm{.}875kN*m$; $B_y=223\mathrm{.}125k$Fig$.$ P$13\mathrm{.}15,$ P$13\mathrm{.}58$