A simple light-framed wood building is subjected to the load conditions as specified. ЕРНАР MOO PEAM ED AFTEA ' GRMN-FL

[answerhappygod]

1 (56.08 KiB) Viewed 37 times

2 (38.61 KiB) Viewed 37 times

3 (25.94 KiB) Viewed 37 times

A simple light-framed wood building is subjected to the load conditions as specified. ЕРНАР MOO PEAM ED AFTEA ' GRMN-FL PAGING BOM HALLS ber GATE Fat Wit MITOSTOM WALL DARIN HALU PNTINO ENGRIP EPINTAVN PATINES SEOTION THE BUILDING (Continuous foundation) COLUMN BOAEN HALLS BEAM DUMN 2x KAPTEN 21 COLUMN + LFATOSTS Mac FAPAM CONTINUOUS ON GROTE FOUNDATIN HALL >FATINE FLAMING PLAN- (Interior spread footing) Along rafter length: • Roof pitch: 5:12
(interior spread footing) Along rafter length: • Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) - 25 psf • Live load (snow) = 50 psf • Ridge beam spans 16 feet from column support to column support Please round to the nearest one-tenth (1.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 = 9 ft) = lb/ft Determine the load per foot on the ridge beam = lb/ft Ib Determine the load on the Interior column = Floor load conditions: • Floor dead load (flooring + subfloor + joists) - 30 psf • Live load (occupancy) = 100 psf lb/ft 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 =
Floor load conditions: • Floor dead load (flooring + subtloor loists) - 30 psf • Live load (occupancy) - 100 psf Determine the floor joist reactions into load per foot on the continuous foundation one side) 1b/ft Determine the floor joist reactions into load per foot on the floor beam Ibitt 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 = 1500 psf It (Round to the nearest tenth!) Determine the minimum theoretical width of the continuous foundation ft (Round Determine the minimum theoretical width of the interior spread footing for the critical center column= to the nearest tenth!)