Live load $=150$ psf

Decking $=5$ psf

Beams $=6$ plf

Girder $=18$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=2000$ psf

Determine the reaction force for a typical interior beam $($ledger beam side$)$

Determine the reaction force for a typical interior beam $($girder side$)$

Determine the reaction force for a typical exterior beam $($ledger beam side$)$

Determine the reaction force for a typical exterior beam $($girder side$)$

Determine the load on Post A

Determine the load on Post B

Determine the minimum theoretical width $($x$)$ of the critical pier footing $($account for the weight of the concrete$)$SIDE ELEVATION