Given the truss shown, loaded and dimensioned with the values shown below, find the reaction forces and the forces carried in each member.

$\left[\begin{array}{ccc}a& c& F_1\\ b=6ft& d=3ft& F_2=430lb\end{array}\right]=430lb=3ft=6ft=590lb=430lb=3ft=6ft=590lb=3ft=430lb=3ft=6ft=590lb=3ft=6ft$

Designate members in compression with negative numbers, and members in tension with positive numbers. For the support reactions, designate forces going upward or to

the right as positive and forces going downward or to the left as negative.

$R_{A_{\text{v}\text{e}\text{r}\text{t}\text{i}\text{o}\text{a}\text{l}}}=$

$R_{A_{\text{h}\text{o}\text{r}\text{i}\text{z}\text{o}\text{n}\text{t}\text{a}\text{l}}}=$

$R_{E_{\text{h}\text{o}\text{r}\text{i}\text{z}\text{o}\text{n}\text{t}\text{a}\text{l}}}$

$T_{AB}=$

$T_{BC}=$

$T_{CD}=$

$T_{DE}=$

$T_{AE}=$

$T_{BD}=$