SIDE ELEVATION

Live load $=100$ psf

Decking $=8$ psf

Beams $=5$ plf

Girder $=20$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=2500$ psf

Please round to the nearest one$-$tenth $($i$.$e$.,0\mathrm{.}1).$

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

lb

Determine the reaction force for a typical interior beam girder side lb

Determine the reactuon force for typical exterior beam $($lexge beam side$)$ lb

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

Determine the load on Post A lb

Determine the load on Post B lb

Determine the minium theretical width $($x$)$ of the critical pier footing $($account for the weight of the concrete$)=$ ft