SIDE ELEVATION

Live load $=50$ psf

Decking $=8psf$

Beams $=8$ plf

Girder $=14$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=1500$ 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$)=Ib$

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

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

Ib

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

Determine the load on Post $A=$ lb

Determine the load on Post $B=$ Ib

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