Determine the reaction forces for a middle rafter and the beam. SLOPED RAFTERS 24.00 24 FRAMING PLAN BEAM COLUMNS -BEARI

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Determine the reaction forces for a middle rafter and the beam. SLOPED RAFTERS 24.00 24 FRAMING PLAN BEAM COLUMNS -BEARI

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Determine The Reaction Forces For A Middle Rafter And The Beam Sloped Rafters 24 00 24 Framing Plan Beam Columns Beari 1
Determine The Reaction Forces For A Middle Rafter And The Beam Sloped Rafters 24 00 24 Framing Plan Beam Columns Beari 1 (77.7 KiB) Viewed 32 times
Determine the reaction forces for a middle rafter and the beam. SLOPED RAFTERS 24.00 24 FRAMING PLAN BEAM COLUMNS -BEARING WALL FRONT ELEVATION SIDE ELEVATION • Live snow load = 50 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 8 lb/ft, (3) Beam = 14 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) = 12 lb BEARING WALL [email protected]. -BEAM COLUMN
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