Part B$)$ Determine the minimum width, ww$,$ of the beam that will safely support the loading P$=6$kipP$=6$kip$.$ The beam is $40$ft$40$ft long from the pin support to the point where PP is applied, $6$in$6$in tall, has a rectangular cross$-$section, and made of a material that has a maximum allowable bending stress of allow$=22$ksiallow$=22$ksi and a maximum allowable shear stress of allow$=0\mathrm{.}4$ksiallow$=0\mathrm{.}4$ksi

Part C$)$ Determine the maximum uniform distributed load ww that can be applied to the W$1214$W$1214$ beam shown below if the maximum allowable bending stress is allow$=20$ksiallow$=20$ksi and the maximum allowable shear is allow$=6\mathrm{.}2$ksiallow$=6\mathrm{.}2$ksi$.$ The distance between the supports is $36$ft$36$ft$.$