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

residence.

MIVD DVDVAITI

Live load $=50$ psf

Decking $=9$ psf

Beams $=10$ plf

Girder $=13$ plf

Concrete density $=150$ pcf

Soil bearing capacity $=2000psf$

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