A $600$ lb load is hung from one of the joists. The beam is cantilevered at one end. Use E$=1\mathrm{.}6$e$6$ psi. Use tabulated solutions to:

A$.$ Determine the maximum deflection of the joist due to this load $($with signs$),$

B$.$ the location of the maximum deflection $($label$)$ and

C$.$ Draw the deflection curve $($label interesting points on the curve$)[$Hint: identify straight and curved sections and deflection at the three points of interest$].$

D$.$ If you must reduce the maximum deffection by $50\%,$ what would you do and why? $[$Bonus: Are there multiple things you can do$?]$