THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK.

Given the beam and the external loading shown below, if $L=5m,w_1=680\frac{N}{m}$ and $w_2=1,380\frac{N}{m},$ calculate:

the magnitude and location of the equivalent resultant force $($a single equivalent force, for the whole loading block, NOT two equivalent forces from dividing into rectangular and triangular stress blocks$).$

the reactions at the beam supports.

Reactions:

$A_y=$

$($tolerance $1N,$ observe up positive sign convention$)$

$M_A=($tolerance $10N^{**}m,$ observe anti$-$clockwise positive sign convention$)$