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A simple light-framed wood building is subjected to the load conditions as specified. - AM MAM BD RATSAS Bid' 20 COLUMNS FLV PARING DAM WALLS sets H abeer CANCES B CANTO TOM WALL SALING WALL NTNO CONES FINDAN PUTING SE OTION THROUGH BUILDING (Continuous foundation) COLUMN BEARING HALLS EDAM ORUMA 2x RAPTONS 16 COLUMN 14 10 GALA WE TASTS WA FA MAM CONTINUE ORTO FYMPATVN HALL pfiuti FLAMING PLAN-KF (Interior spread footing) Along rafter length
Along rafter length: • Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 25 pst • Live load (snow) = 30 psf Ridge beam spans 16 feet from column support to column support . Please round to the nearest one-tenth (.e., 0.1). ib/ft Determine the equivalent (horizontally projected) total load on the rafters = 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 = 9 ft) = 1b/ft Determine the load per foot on the ridge beam Ib/It Determine the load on the Interior column= Ib Floor load conditions: • Floor dead load (flooring + subfloor + joists) = 15 psf • Live load (occupancy) = 150 psf . 1b/ft Determine the floor joist reactions into load per foot on the continuous foundation (one side) = 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 = 1500 psf Determine the minimum theoretical width of the continuous foundation = ft (Round to the nearest tenth!) Determine the minimum theoretical width of the interior spread footing for the critical center column= ft (Round to the nearest tenth!)