ELOTED HAFTERS BEAHING WALL RAFTBRSe2fao. BEAM rCOLIMN FRAMING PLAN -BEAM -COLUMNS BEABIAG WALL" FRONT BLEVATION SIDE ELEVATION • Live snow load = 25 psf • Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 %3D %3D %3D Please round to the nearest one tenth (i.e., 0.1). Total load (LL + DL) on a middle rafter after adjusting to horizontal projection: Ib/ft %3D 7:
ELOTED HAFTERS BEAHING WALL RAFTBRSe2fao. BEAM rCOLIMN FRAMING PLAN -BEAM -COLUMNS BEABIAG WALL" FRONT BLEVATION SIDE ELEVATION • Live snow load = 25 psf • Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 %3D %3D %3D Please round to the nearest one tenth (i.e., 0.1). Total load (LL + DL) on a middle rafter after adjusting to horizontal projection: Ib/ft %3D 7:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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