Q$\mathrm{.}1.$ The beam with loading conditions is shown in the figure. Draw the Shear force diagram $($SFD$)$ and Bending moment diagram $($BMD$).P=15kN.($There is no force or moment at location $B)$

$(10)$

$\backslash$table$[[$Beam section,Shear force,Bending moment$],[A($right$),,],[C($left$),,],[C($right$),,],[D($left$),,],[D($right$),,],[E($left$),,]]$