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

SIVE EVDVAIII

Live load $=100psf$

Decking $=5$ psf

Beams $=8$ plf

Girder $=11$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=1500$ psf

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

SIDE ELEVATION

Live load $=100$ psf

Decking $=5psf$

Beams $=8$ plf

Girder $=11$ 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$)=$

$|,lb$

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

$lb$

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

$lb$

Determine the load on Post $A=$

$lb$

Determine the load on Post $B=$

$,lb$

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

weight of the concrete$)=$

ft