The load trace will involve the framing for a small deck addition to a residence. Below are the values used for the questions at the bottom. Show all work if possibel! thanks The load trace will involve the framing for a small deck addition to a residence. -4X DUAMS @4oo. +10 GADERS 14 FRAMING PLAN SIDE BLEVATION Live load 200 psf HOVED WALL WORD POCKING- LEDGER BEAM A 4x10 GIRDERS" 4x6 BEAMS- POST NGHETA Rootings 0.0. B Decking = 5 psf Beams 8 plf Girder = 20 pif . Concrete density = 150 pcf Soil bearing capacity= 2000 psf Please round to the nearest one-tenth (i.e., 0.1). Determine the reaction force for a typical interior beam (ledger beam side) = Live load 200 psf Determine the reaction force for a typical interior beam (girder side) = Determine the reaction force for a typical exterior beam (ledger beam side) = ply wapy fo Al Ba 4 FRONT ELEVATION + lb. Determine the reaction force for a typical interior beam (girder side) = lb Decking 5 psf Beams = 8 plf Girder 20 plf . Concrete density = 150 pcf Soil bearing capacity = 2000 psf Please round to the nearest one-tenth (i.e., 0.1). Determine the reaction force for a typical interior beam (ledger beam side) = lb Determine the reaction force for a typical exterior beam (girder side) = Determine the reaction force for a typical exterior beam (ledger beam side) = lb lb FOOTING of 10" lb lb