Note: I need only part e solution. draw differential elements as per requirements

Consider the structure below. The thickness of beam B$-$D is $\frac{5}{8}in.$ and it is connected to the

support beam $($C$-$F$)$ by a bolt at C$,$ which acts like a pin in single shear. The diameter of the bolt

at C is $\frac{3}{8}$ in$.$

a$)$ Compute the average shear stress in the bolt at C $.$

b$)$ Compute the bearing stress at C in beam $B-D.$

c$)$ Determine the minimum cross$-$section of rod A$-$B if the allowable normal stress of

e$)$ Assuming that the stress is uniform over the cross$-$sections of member AB and the pins,

draw a differential element showing:

i$)$ the stresses at a cross$-$section of member AB $.$ Use the following coordinate axes to

draw the element: the x axis is parallel to the axis of bar AB with the positive sense

going from A to B $,$ the positive axis y is $90$ counterclockwise to the positive x

axis and the positive $z$ axis is perpendicular to the page $($as per the right$-$hand rule$).$

ii$)$ the stresses at a cross$-$section of the pin at point C$.$ Note that the coordinate axes

are defined as: the positive x axis is parallel to the resultant force acting at the pin

$($with the same sense as the force$),$ the positive $y$ axis is $90$ counterclockwise with

respect to the positive x axis, and the positive z axis is perpendicular to the page

$($as per the right$-$hand rule$).$