learn Asulearn\ Time left 2:5s\ 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)

=2,089.3lbs

\ The reaction force for a typical interior beam (girder side)

=3,760.7lbs

\ The reaction force for a typical exterior beam (ledger beam side)

=1,060.7lbs

\ The reaction force for a typical exterior beam (girder side)

=1,909.3lbs

\ Please round to the nearest one-tenth (i.e., 0.1).\ Determine the load on Post

A=

lbs\ Determine the load on Post

B=

Ibs\ Determine the minimum theoretical width (

x

) of the critical pier footing (account for the weight of the concrete) ft (D not round up your answer!)

earn AsULearn 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) =2,089.3lbs - The reaction force for a typical interior beam (girder side) =3,760.7lbs - The reaction force for a typical exterior beam (ledger beam side) =1,060.7lbs - The reaction force for a typical exterior beam (girder side) =1,909.3lbs Please round to the nearest one-tenth (i.e., 0.1). Determine the load on Post A= lbs Determine the load on Post B= Ibs Determine the minimum theoretical width (x) of the critical pier footing (account for the weight of the concrete) ft (D not round up your answer!)