- A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified R 1dg Pdam Peam Raftens Ioa Flor 1 (271.67 KiB) Viewed 23 times
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 = 1000 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!)
A simple light-framed wood building is subjected to the load conditions as specified. -Ерте нам DAH MARTENS D'AL CFVN_N PARING HALLS NAM ber CONUT FINE WHO ONE TO STUMWAL PRALINOWAL NINIS NORD INVATUN PATINA SECTION THROVTH BUILDING (Continuous foundation) اهم ام لگا REALNT FALLS SAM OAMN EX MATON G 14 LYFTASTE Fiк м. CONTINUOUS GROTE FONPATWN HALL FATIN FRAMING PLAN.RU (Interior spread footing) Along rafter length: • Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 20 psf • Live load (snow) = 30 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 9 ft) = ib/ft Determine the load per foot on the ridge beam = |1b/ft
• Roof pitch: 5:12 • Dead load (roofing + sheathing + ceiling + rafters) = 20 psf • Live load (snow) = 30 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 = 9 ft) = Ib/ft Determine the load per foot on the ridge beam = Ib/ft Determine the load on the Interior column = lb Floor load conditions: • Floor dead load (flooring + subfloor + joists) = 25 psf • Live load (occupancy) = 150 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 - 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!) Determine the minimum theoretical width of the interior spread footing for the critical center column = ft (Round to the nearest tenth!)