The load trace will involve the framing for a small deck addition to a residence.

Live load $=200$ psf

Decking $=4$ psf

Beams $=4$ plf

Girder $=12$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=2000$ 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 $1$

ftThe load trace will involve the framing for a small deck addition to a residence.

SIOE ELEVATION

Live load $=200$ psf

Decking $=4$ psf

Beams $=4$ plf

Girder $=12$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=2000$ 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$)=$

lb

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

Ib

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

lb

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$)=$

ft