jerseyshore
Structural
- May 14, 2015
- 735
Working on a new shore house that has the same round 10" butt timber piles supporting both the first & second floors.
The original layout included having the top of the piles with a typical notch at the 2nd floor for a PSL girder.
But at the first floor, since the piles have to run up to the 2nd floor, the arch wanted to do a double beam setup (one beam on each side of the piles) without a notch to allow the piles to pass thru.
I hate these types of connections, especially on piles that dry out leaving you with loose bolts. With the reactions I calc'd so far it would require 4 bolts per beam which is unrealistic unless you have a >14" deep PSL beam on each side. I only need 3.5"x9.25" PT PSL's. And I also don't want to notch a pile midway up.
Does anyone have some good ideas for attaching that lower level of beams? It doesn't have to be a double beam setup, can just be one sided. And needs to be flood resistant construction.
I have no problem telling the arch that even though they have done this a thousand times it doesn't actually work, but it's a new client so I want to give a cost effective solution. We have this condition on almost 40 piles. Thanks all.
The original layout included having the top of the piles with a typical notch at the 2nd floor for a PSL girder.
But at the first floor, since the piles have to run up to the 2nd floor, the arch wanted to do a double beam setup (one beam on each side of the piles) without a notch to allow the piles to pass thru.
I hate these types of connections, especially on piles that dry out leaving you with loose bolts. With the reactions I calc'd so far it would require 4 bolts per beam which is unrealistic unless you have a >14" deep PSL beam on each side. I only need 3.5"x9.25" PT PSL's. And I also don't want to notch a pile midway up.
Does anyone have some good ideas for attaching that lower level of beams? It doesn't have to be a double beam setup, can just be one sided. And needs to be flood resistant construction.
I have no problem telling the arch that even though they have done this a thousand times it doesn't actually work, but it's a new client so I want to give a cost effective solution. We have this condition on almost 40 piles. Thanks all.