Hi Guys,
I'm certainly no pro at RISA, but I got the following error:
"Wood Code Check Not Calculated"
Google knows nothing about this error, so I'm putting this note here.
These are all good ideas/points, but I still don't have a good reason not to.
I'm not sure that "a reason not to" should be the standard, but I feel like if we are going to discount a method, we should have a good reason.
So I have an existing wood framed structure and we are adding equipment to the roof.
The problem is that the hip is overspanned and can't be sistered because the rafters are framed into it on both sides.
So I was thinking about using some SDS (or similar) wood screws to bolt a unistrut (or...