- Mbam Mpo Mam Dom Climnflne Pain Bom Walls Zitie Sko H Oor Te Patient To Stop Wall Balnwa Antino Pinan Patine Seotion 1 (60.51 KiB) Viewed 27 times
- Mbam Mpo Mam Dom Climnflne Pain Bom Walls Zitie Sko H Oor Te Patient To Stop Wall Balnwa Antino Pinan Patine Seotion 2 (51.8 KiB) Viewed 27 times
. 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-Bft) - 1b/it Determine the load per foot on the ridge beam = Ib/ft lb Determine the load on the Interior column Floor load conditions: • Floor dead load (flooring + subfloor + joists) = 15 psf • Live load (occupancy) = 50 psf Ib/ft Determine the floor joist reactions into load per foot on the continuous foundation (one side) = Ib/it 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 pof • Soil bearing capacity - 1200 psf . ft (Round to the nearest tenth!) Determine the minimum theoretical width of the continuous foundation Determine the minimum theoretical width of the interior spread footing for the critical center column