To provide access to the interior of a hollow square tube of 0.25 -in. wall thickness, the portion $C D$ of one side of the tube has been removed. Knowing that the loading of the tube is equivalent to two equal and opposite 15 -kip forces acting at the geometric centers $A$ and $E$ of the ends of the tube, determine ( $a$ ) the maximum stress in section $a-a,(b)$ the stress at point $F$. Given: The centroid of the cross section shown is at $C$ and $I_{z}=4.81$ in $^{4}$.