The structure shown is supported by a pin connection at

A and a cable as shown.

$[2$pts$]$ The tension $($in $N)$ in the gable is:

a$.16N$

b$.40N$

c$.52N$

d$.73N$

$[2$pts$]$ The magnitude $($in N$)$ of the

horizontal reaction at pih $A$ is:

a$.12N$

b$.22N$

c$.35N$

d$.47N$