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A simple light-framed wood building is subjected to the load conditions as specified. MASHAM DOM AM PAN HALL TO ALL SECTION THAT PILDING Continuous foundation) MA DAH MAPEN FRAMINTILAN FAN NATO PAMATINA TIN (interfor spread footing) Along rafter length: • Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 20 psf Live load (snow) = 50 psf Ridge beam spans 16 feet from column support to column support .
Please round to the nearest one-tenth (.e., 0.1). Determine the equivalent (horizontally projected) total load on the rafters = Ib/ft Determine the load per foot on the bearing wall (at the bottom), including the wall weight (wall dead load = 15 psf and wall height, H = 8 ft) = 1b/ft Determine the load per foot on the ridge beam = Ib/ft Determine the load on the Interior column = Ib Floor load conditions: • Floor dead load (flooring + subfloor + joists) = 20 psf • Live load (occupancy) = 150 pst + Determine the floor joist reactions into load per foot on the continuous foundation (one side) lb/ft Determine the floor joist reactions into load per foot on the floor beam = Ib/ft Foundation conditions: • Continuous foundation's stem wall is 8 inch thick and 2 ft tall Footing base is 8 inch thick Concrete density = 150 pcf Soil bearing capacity = 1000 psf . . . Determine the minimum theoretical width of the continuous foundation = ft (Round to the nearest tenth!) ft Determine the minimum theoretical width of the interior spread footing for the critical center column= (Round to the nearest tenth!)