After the initial calculation, we determined the following information:

[answerhappygod]

After the initial calculation, we determined the following
information:
The load trace will involve the framing for a small deck addition to a residence. > . -4x BEAMS. +18 GHDAS HOUSE WALL WAD DBOKING 4 A gl B g A B 4 FRONT ELEVATION FOTING 10 FRAMING PLAN LODGER BEAM A 4x10 GIROERS 4x BEAMS POST ONCRETE Fortinas gi 6, SIDE ELEVATION = . • Live load = 80 psf • Decking = 5 psf Beams = 10 plf • Girder = 13 plf • Concrete density = 150 pcf • Soil bearing capacity = 2500 psf = = = After the initial calculation, we determined the following information: = = The reaction force for a typical interior beam (ledger beam side) = 2,250 lbs • The reaction force for a typical interior beam (girder side) = 4,050 lbs • The reaction force for a typical exterior beam (ledger beam side) = 1,157.1 lbs • The reaction force for a typical exterior beam (girder side) = 2,082.9 lbs • Please make sure you have the same answer as above. = 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