hello brothers ! got a ? whats best way to construct a 32 beam with two 2x12s with post 8ft oc.? is do i stagger the joints on making this beam or can i have two 16 ft 2x12s sitting on 6x6 and another 16 foot to end post to finish 32 ft?thanks
hello brothers ! got a ? whats best way to construct a 32 beam with two 2x12s with post 8ft oc.? is do i stagger the joints on making this beam or can i have two 16 ft 2x12s sitting on 6x6 and another 16 foot to end post to finish 32 ft?thanks
I like to stagger my joints, but either way is fine.
Yep ! Just make sure you beam rests ON TOP of OR in a notch cut INTO the post.
8' o.c. post, 2 - 2x12 is probably good.
The OP is vague as to the application of his beam.... My below sketch shows my interpretation of his beam sitting in pockets of a cinder block wall. As long as the OP does as he states, with posts under the beam on 8 " o.c. I do not see why staggered application wins over **** ends ?
Like I said either way is fine, however a staggered joint beam will always be more stable than a but ended beam. Notice that I said stable not stronger.
By staggering the joints you are making it into one long bean verses several short beams.
The front beam on my loft is 2 2x12's with 3/4 cdx ply glued, screwed and bolted together for a 19 foot free span. The joints are staggered.
The main beam in my shop is 3 2x14's with 2 layers of 3/4 ply glued, screwed and bolted, 32 foot span with a center post it supports the entire roof.
When using **** jointed beam it can move more making the build more difficult.
sorry for confusion this is for top band for pole barrn. if that helps. thanks again
I would think they should be staggered. If they were all butted and a post was accidentally hit and taken out, wouldn't there be a potential for a collapse?
