Consider the shear force diagram shown in given figure
The loaded beam will be
dVdx=−w
For point loads and reaction, there is sudden change in shear force at point of application. Support at A = 14t
There is no load between A and D as SFD does not change. At D there is sudden change in value of SF from 14t to -4 t. So there is point load of 18 t at point D. Between D and B the shape of SFD is linearly decreasing so there is uniformly distributed load between B and D. The intensity of UDL is
w=16−48=128=1.5t/m
At B there is sudden change in the SF so there is reaction at RB=16+9=25t
Again between B and C the SFD decreases linearly from 9 t to 3 t. So load intensity
w=9−34=1.5t/m