A$)$ WITH LOADS GIVEN FIND THE REACTIONS FOR THE TENSION ONLY CHEVRON BRACE FRAME.

B$)$ FIND THE REACTION FORCE ON THE COLUMNS WITH $1\mathrm{.}0$E$+0\mathrm{.}6$D$.$

C$)$ WHAT DESIGN CHANGE WOULD DECREASE THE REACTION FORCES IN THE COLUMN.

D$)$ FIND TENSION FORCE IN CABLE $($HINT ONLY $1$ CABLE WORKS IN EACH DIRECTION$)($BONUS $8$ POINTS$)$

E$)$ DRAW FBD OF BEAM $($THERE IS VERTICAL, AXIAL, AND CABLE FORCE$)$