3 Attachment(s)
deck tables, tributary load, and beam size for deck
I am confused with "deck tables" from different sources, specifically concerning beam size for a deck.
I am planning a basic deck as shown:
Attachment 9677
Sources that describe the "tributary load" and "tributary length" would allow me to use as little as (1) 2x6 for the "front beam" (tributary width = 3', not even on the charts) and (1) 2x10 or (2) 2x8's for the "middle beam."
Attachment 9675
http://buildingcodes.jocogov.org/doc...eck%20Book.pdf
More generic tables that just describe "beam span" would call for much more support: (2) 2x8's for the front beam, and (2) 2x10's for the middle.
Attachment 9678
Deck Tables - Deck Building Tables - Building a Deck Tips and Tricks
The "engineer" in me says I am interpreting the tributary load concept correctly, the first set of beam calculations is adequate, and the front beam is only supporting about 1/2 the load as the middle beam.
Any enlightenment would be appreciated.