Live load $=50$ psf

Decking $=8$ psf

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$)=$ Answer $1$ Question $1$ lb

Determine the reaction force for a typical interior beam $($girder side$)=$ Answer $2$ Question $1$ lb

Determine the reaction force for a typical exterior beam $($ledger beam side$)=$ Answer $3$ Question $1$ lb

Determine the reaction force for a typical exterior beam $($girder side$)=$ Answer $4$ Question $1$ lb

Determine the load on Post A $=$ Answer $5$ Question $1$ lb

Determine the load on Post B $=$ Answer $6$ Question $1$ lb

Determine the minimum theoretical width $($x$)$ of the critical pier footing $($account for the weight of the concrete$)=$ Answer $7$ Question $1$ ftLive load $=50$ psf

Decking $=8$ psf

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$)=$

$lb$

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

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

$lb$

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

Determine the load on Post $A=$

$lb$

Determine the load on Post $B=$

$lb$

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

weight of the concrete$)=$