A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Fid Peam Pgs Peam 218 Kapters 10 A 1 (56.35 KiB) Viewed 28 times
A Simple Light Framed Wood Building Is Subjected To The Load Conditions As Specified Fid Peam Pgs Peam 218 Kapters 10 A 2 (23.51 KiB) Viewed 28 times
A simple light-framed wood building is subjected to the load conditions as specified. FID PEAM PGS PEAM 218 KAPTERS 10'AL FLOOR MAM CPLION= IMANING HALLS S H P 14 MIA ·AFNT SECTION THROUGH BUILDING BEARING HALLS LORE BRAM OPLUMN 2.M MITEN COLUMN 14! IN FLAT TASTE D'AR FLANK MIAM FRAMING PLAN-E CONTINUPES OPGRATE REYNDATION HALL PARTING Along rafter length: • Roof pitch: 9:12 Dead load (roofing + sheathing + ceiling + rafters) = 10 psf • Live load (snow) = 40 psf • Ridge beam spans 16 feet from column support to column support (Continuous foundation) boar PESTE FORTING WEIGHT NETO STEM HALL (Interior spread footing)
Please round to the nearest one-tenth (i.e., 0.1). lb/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 = 9 psf and wall height, H = 8 ft) = lb/ft Determine the load per foot on the ridge beam = lb/ft Determine the load on the Interior column= lb
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