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RE: Pergola Lateral Support[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Pergola Lateral Support
- From: "Gerard Madden, SE" <gmadden(--nospam--at)maddengine.com>
- Date: 28 Mar 2006 16:35:09 -0800
- Date: Tue, 28 Mar 2006 16:34:33 -0800
If you can create a semi-fixed condition via a force couple at the top via bolts or something, then at the bottom, all you need to worry about is shear and uplift. If you cannot, then casting in steel shoe/piece like you’ve suggested is a good method to create a base fixity (flagpole it). Like you said, the loads are going to be extremely low with only a 1500 lbs dead load structure, probably about 150lbs lateral to each post. You’re just trying to keep it stable here… I once had a plan checker make me submit calcs and details for a way smaller garden trellis… I was so proud to tell the client that there were no plan check comments to respond to after that submittal… bring on the sears tower !!!
I have a project that I've been scratching my head on and would like some suggestions. I have an existing pergola structure in the garden area of a local hospital that needs to be rebuilt. This thing has 12" diameter carved wood columns that are 7 ft long and sit on concrete piers/footings. The 4 columns were tied together (doweled) at the top with 6x12 sawn beams with 3x6 purlins over that (no exposed hangers). I think the base was set on nails cast into the concrete. All the wood has decorative cuts, etc. The thing was taken down over a year ago due to decay and they now want to put it back with all new wood and concrete except they want to reuse the 12" diameter wood posts. This thing is 18 ft x 10 ft in plan and in a rhombus shape. The concrete piers are 42" above grade where the wood posts will sit and span 7 ft up to the beams. The new beams will be 5 1/8" x 12" pressure treated glu-lam beams (about 11 ft above grade).
The question is lateral support? It never really had any and they really want it to look the same as before. Currently no diaphragm and no fixed columns. I'm thinking of requiring them to drill out the columns for steel posts that get cast into the new concrete. Anybody else have lateral support ideas for an open pergola. They don't want knee braces. Seismic controls over wind using a limited wind exposure and I see this thing weighing only about 1500 pounds total.
- Pergola Lateral Support
- From: Peder Golberg
- Pergola Lateral Support
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