Answer Happy

The load trace will involve the framing for a small deck addition to a residence. AxDBOAMS@fac. +x10 GIEDERS HOUSE WALL WEED PECKING 14² FRAMING PLAN LEDGER BEAM 4x10 GRDERS 4x6 BEAMS FOOT HOHET Kartings @ 81 0.0. SIDE ELEVATION • Live load 70 psf • Decking = 10 psf • Beams 5 plf • Girder = 24 plf . Concrete density = 150 pcf • Soil bearing capacity = 1,300 psf Footing height (thickness) = 10 in After the initial calculation, we determined the following information: • The reaction force for a typical interior beam (ledger beam side) = 2,089.3 lbs The reaction force for a typical interior beam (girder side) = 3,760.7 lbs The reaction force for a typical exterior beam (ledger beam side) = 1,060.7 lbs The reaction force for a typical exterior beam (girder side) = 1,909.3 lbs A FRONT ELEVATION X POSTING 10"
Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A = lbs Determine the load on Post B = lbs Determine the minimum theoretical width (x) of the critical pier footing (account for the weight of the concrete) = ft (Do not round up your answer!)