For the truss shown below, $E=10,000$kip$\frac{s}{i}{n}^2$ and $A=20i{n}^2$ for all members. Find the vertical deflection at point $d$ and the horizontal deflection at point $B.$For the truss shown below, E$=10,000$kip$($s$)/($i$)$n$^(2)$ and A$=20$in$^(2)$ for all members. Find the vertical deflection at point d and the horizontal deflection at point B $.$