Thanks Nealtw,
We are in a Milwaukee suburb with an annual average snowfall of 52". The posts are in-ground but there are no signs of heaving (or sinking) so I believe the footings are fine. The siding was cut to attach the ledger board directly to the house rim using staggered lag bolts and flashing.
The current surface area of the deck is 144 sq feet which, to be to code would support a total of 5,760 lbs (live weight at 40 lbs/sq ft). If the beam was the correct length, the deck surface area would be just 109 sq ft which would support a total of 4,360 lbs. So I'm actually at 30 lbs per sq foot (or a bit over because my joists are 4" shorter than 12'). However, I'm not sure I'm calculating this correctly since the beam will support exponentially less weight the longer it is, correct? So, again, I'm just looking to calculate how much load my current beam will handle so I can sleep well at night.
We are in a Milwaukee suburb with an annual average snowfall of 52". The posts are in-ground but there are no signs of heaving (or sinking) so I believe the footings are fine. The siding was cut to attach the ledger board directly to the house rim using staggered lag bolts and flashing.
The current surface area of the deck is 144 sq feet which, to be to code would support a total of 5,760 lbs (live weight at 40 lbs/sq ft). If the beam was the correct length, the deck surface area would be just 109 sq ft which would support a total of 4,360 lbs. So I'm actually at 30 lbs per sq foot (or a bit over because my joists are 4" shorter than 12'). However, I'm not sure I'm calculating this correctly since the beam will support exponentially less weight the longer it is, correct? So, again, I'm just looking to calculate how much load my current beam will handle so I can sleep well at night.