Live snow load = 25 psf Dead load: (1) Roof and Sheathing = 7 psf, (2) Rafters = 8 lb/ft, (3) Beam = 15 lb/ft Roof pitch: 9:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL DL) on a middle rafter after adjusting to horizontal projection = lb/ft Reaction force for a middle rafter (one side) = lb Reaction force for the Beam (one side) = lb

 

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B SLOPED RAFTERS BEAM COLUMNS -BEARING WALL 24 BEARING WALL -RAFTERS @240.0. FRAMING PLAN -BEAM COLUMN FRONT ELEVATION SIDE ELEVATION B SLOPED RAFTERS BEAM COLUMNS -BEARING WALL 24 BEARING WALL -RAFTERS @240.0. FRAMING PLAN -BEAM COLUMN FRONT ELEVATION SIDE ELEVATION