I was thinking of 'sheeting' the corner bays (at least with 3/8" (1/2" ply ?) for lateral forces.
The steel siding/roofing will provide all the "corner" bracing you need.
I was thinking of 'sheeting' the corner bays (at least with 3/8" (1/2" ply ?) for lateral forces.
Why?
I have seen this often on here but never understood why.
The steel siding/roofing will provide all the "corner" bracing you need.
So the pulins on the roof don't sag, they are just 2x4's laying down. the 2x12 beams hold up the trusses between the post's.
Is there any advantage to doing this over trusses 8' oc and purlins on edge?
I would think it would be less economical.
So Kenny, Your saying that the top 'sandwich' beams are 2x12's? Just mocked it up with 2x6's in my redesign! Oh well! Tough to just the lumber size from the photos. What the lumber in your trusses? I'm thinking 2x6, top and bottom, with 2x4 in the webbing?!
So Kenny, Your saying that the top 'sandwich' beams are 2x12's? Just mocked it up with 2x6's in my redesign! Oh well! Tough to just the lumber size from the photos. What the lumber in your trusses? I'm thinking 2x6, top and bottom, with 2x4 in the webbing?!