Several forces are applied to the pipe assembly shown. Knowing that the pipe has inner and outer diameters equal to $1\mathrm{.}61$ in$.$ and $1\mathrm{.}90$ in$.,$ respectively, determine

a$)$ Consider Stress Element $"$H$"$:

The magnitude of the cross$-$sectional area needed for the analysis of this element is$\_\_\_\_\_$ in$^2.(6$ sig figs$)$

b$)$ Consider Stress Element $"$H$"$:

The magnitude of the Area Moment of Inertia needed for the analysis of this element is$\_\_\_\_\_$ in$^4.(6$ sig figs$)$

c$)$ Consider Stress Element $"$H$"$:

The magnitude of the Polar Moment of Inertia needed for the analysis of this element is$\_\_\_\_\_$ in$^4.(6$ sig figs$)$

d$)$ Consider Stress Element $"$H$"$:

The value of$$sigma $($x$)$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

e$)$ Consider Stress Element $"$H$"$:

The value of$$sigma $($z$)$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

f$)$ Consider Stress Element $"$H$"$:

The value of$$tau $($xz$)$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

g$)$ Consider Stress Element $"$H$"$:

The value of the First Principal Stress$$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

h$)$ Consider Stress Element $"$H$"$:

The value of the Second Principal Stress$$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

i$)$ Consider Stress Element $"$H$"$:

The value of tau $($max$)$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$

j$)$ Consider Stress Element $"$H$"$:

The value of tau $($avg$)$is$\_\_\_\_\_$ psi. $(6$ sig figs$)$