Answer Happy

A simple light-framed wood building is subjected to the load conditions as specified. -KAM MATS PEAM 28 FAFTERS @10 AG COLUMN FLOOR BAM PAKING HALLS Sk 14! 14 BEANING HALL DENTINIPIS CONEMATO FINDATION PARTINGS SECTION THROUGH BUILDING COLUMN BEARING KALLS Loge BAM COLUMN 2x8 MAPTERS W COLUMN 14 14 EXPLAM TARTE WWAG FLANK DRAM FRAMING PLAN-F CONTINUOUS OPHGROTE FRINDATION HALL FARTING 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) P 4.2 -sboar TIGHT (Interior spread footing) 49 TOSTUM WALL
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 lb/ft Determine the load per foot on the ridge beam = Determine the load on the Interior column= lb