The structure shown below is subjected to a vertical load of $W=458$ kips. Calculate the tension in the cable and the reactions at support A$.$ Neglect the weight of the structure.

Start by drawing a free$-$body diagram of the structure, including the reaction forces at pin joint A and the tension in the cable, which acts away from the structure in the direction of the cable itself. Then sum moments about joint $A$ to find the cable tension $T.$ Enter the magnitude of $T$ in kips, rounded to one decimal place.

Now enter the horizontal reaction force, Ax

$,$ at joint A$.($You will need to sum forces in the x$-$direction.$)$ Enter the magnitude of Ax

in kips, rounded to the nearest whole number.

Next, enter the vertical reaction force, Ay

$,$ at joint A$.($You will need to sum forces in the y$-$direction.$)$ Enter the magnitude of Ay

in kips, rounded to the nearest whole number.