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Unread 03-03-2021, 08:08 PM   #15
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Join Date: Mar 2021
Location: Portland, OR
Posts: 7
Yep, sorry, what I said was unclear. I just meant that the support beam doesn't run down the exact middle of the area, so the unsupported joist length of the joists on one side is slightly longer than that of the other side. I had all the other info ready and accurate, but I was just guesstimating and rounding up on length rather than going back to confirm. But, looks like we are at 7 feet unsupported length, which gives me a far better deflection rating than the original 10 I had punched into the calculator. Thanks again!
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