Answer Happy

A simple light-framed wood building is subjected to the load conditions as specified. RIO BAM RPH BEAM 2x RAFTERS O'A COLUMN-FLOOR PARING BEAM HALLS H besp CONCTS FootIN WICHT 14 * 14 CONCEPT STEM WALL با ما بارها من الحملة بكرا - UNTINTOS CONCR FOUNDATION SECTION THROUGH BUILDING (Continuous foundation) POTINOS COLUMN BEARING KALLS افة 2006 BEAM COLUMN 2x RAPTEN Sa. COLUMN 1 14 14 Der Tasts FLAMING PLAN-ROF FLE PEAM CONTINUOUS CONCRETE FOUNDATION WALL FORTING (Interior spread footing) Along rafter length: • Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 10 psf Live load (snow) = 25 psf • Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (i.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 = 10 psf and wall height, H = 10 ft) = Ib/ft Determine the load per foot on the ridge beam = Ib/ft Determine the load on the Interior column = Пb
Floor load conditions: • Floor dead load (flooring + subfloor + joists) = 25 psf • Live load (occupancy) = 100 psf Determine the floor joist reactions into load per foot on the continuous foundation (one side) = Ib/ft Determine the floor joist reactions into load per foot on the floor beam = lb/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 = 1200 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!)