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Anonymous Poster

Structural Engineering

05/27/2006 12:09 PM

Anonymous Coward writes:
I am building a canopy for a loading dock. I need to span distances of 40 feet and 20 feet. I will be supporting a deck comprised of 1"x3"x.60 Hat Channel covered with corregated steel sheets on top of ladder trusses that I will build with angle steel and steel pipe welded. Total square footage 800 sq feet. I will use 4 vertical support columns that will be I Beams. I will tie the vertical supports together with 4 laterals on top to frame support for the trusses. I need to size the I beams for this support. I already have half inch pipe schd 40 and 2"x2"X 1/8" angle steel for the trusses. The vertical and laterals for the building frame need to be steel. Are I beams the best answer as they are readily available to me and cheap? What size I beams are sufficient? They will be anchored to four footings in the dock slab with 3/4"x6" anchor bolts- 4 each.

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Posts: 4
#1

Loading Dock Canopy

05/28/2006 8:45 AM

There's a lot of missing pieces to your request. What wind zone are you in? What snow zone? How high is it? Is the canopy up against a building or is it free-standing? Also, why fabricate the roof structure as you described, when you could use already-made open web joists with purlins to support the corrugated sheathing? The anchor bolts need to be longer. Tube steel would probably be best for the columns. Anyway, this is too serious of an issue to try to solve within this venue. You should find a local structural engineer for the appropriate advice.

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Charlie
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#2

Roof

05/29/2006 10:56 AM

Are there no building codes in your area? There may be structural engineers participating in this forum, but I'd bet there isn't one who would send you his stamp for your drawings. An exposed roof such as what may be put on a loading dock is subjected to a lot of wind forces that roofs on buildings aren't. I suggest you follow the protocol used in modern times and have it designed by an engineer who's qualified to do the job.

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Anonymous Poster
#3

Re: Structural Engineering

10/10/2006 4:55 AM

Sir, if you may, maybe i can help, please send thru my email add "pice@operamail.com" a copy of the plan and additional structural data and loadings.

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