(20 pts each) Problem 2. Consider the buildings below for elevation plan and determine the gravity loads in each of the walls. Assume that the building is a light-frame building and the framing is spaced at 24 inches on center, in and out of the page. The load on the roof areas is 15 psf dead load and 35 psf snow load. The floor live loads are 40 psf, with a dead load of 15 psf. Cantilever/set back shall only support roof and wall weight -4x member depth Section Thru Cantilever Section Thru Setback