mfstructural
Structural
- Feb 1, 2009
- 230
I'm designing a beam to carry the load in place of a bearing wall to be removed. the opening is about 20 long and carrying a parallam and 2x12 floor joists on each side of the beam. I am using a W12x35 with blocking bolted through the web. Using face mounted hangers seems to be the easy solution but I for some reason would like more redundancy and would opt for top mounted hangers. the problem is it is not so easy to located and install top mounted hangers to line up with the existing joists exactly and then raise the beam into place. The joists will not be sitting on the beam but in line with it. I've attached a detail below. wanted to get general thoughts on face mounted hangers for this application. I was trying to nail a small ledger under the hangers but there is not enough room.
Thanks,
Thanks,
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