For the beam and loading shown below draw the shear and bending moment diagrams with table showing $V$ and $M$ values at every meter.

$A=$ LAST DIGIT YOUR CLASS ID

$(20$ POINTS$)$

$A=1$

P$.$

$P_1=(15+\mathrm{.}5(1))=15\mathrm{.}5kN$

$x=010\mathrm{.}5kN$

$P_2=10\mathrm{.}5m$

$x=0m$

$=6k\frac{N}{m}$ fropn

$x=2x=8,506m$

$L=10$