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Along rafter length: Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 25 psf • Live load (snow) = 40 psf • Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (ie., 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 = 10 psf and wall height, H = 8 ft) = ib/ft Determine the load per foot on the ridge beam - Ib/ft ib Determine the load on the Interior column Floor load conditions • Floor dead load (flooring + subfloor + joists) - 15 pst Live load (occupancy) - 50 psf Determine the floor joist reactions into load per foot on the continuous foundation (one side) . ib/ft ib/ft Determine the floor joist reactions into load per foot on the floor beam Foundation conditions: . Continuous foundation's stem wall is 8 inch thick and 2 ft tall • Footing base is 8 inch thick • Concrete density = 150 pct • Soil bearing capacity = 1200 pst . . ft (Round to the nearest tenth!) Determine the minimum theoretical width of the continuous foundation - ft Determine the minimum theoretical width of the interior spread footing for the critical center column