Question

a$.$ Draw influence line for the beam.

b$.$ Determine the magnitude of the absolute maximum shear in the beam,

c$.$ Determine the magnitude of the absolute maximum bending moment on the beam,

d$.$ Determine the maximum deflection of the beam under the worst case scenario by taking modulus of elasticity $E=200$GPa and the moment of inertia of the member $I=162700000m{m}^4.$ a$=11$m $,$b$=40$KN$,$ c$=20$KN $,$d$=19$KN $,$e$=4$m $,$f$=1\mathrm{.}4$m