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| Beam size required to support digital signs | |||
| Post Reply | Engineering Forum | ||
| Posted by: doupie ® 11/19/2009, 21:46:50 Author Profile eMail author Edit |
I have two exterior digital signs to mount between two posts and I am trying to find out what size beams I need to support the signs. The signs can be considered separately since they will be mounted back to back on their own beams. Each sign weighs 660 lbs. Each sign is approximately 3'H x 12'W. The span between the posts is 16'W. The posts are 8" square steel. I plan to have a beam at the top and the bottom but obviously the majority of the weight will reside on the bottom beam. Can anyone direct me to how I calculate what size the beams need to be? |
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| : Beam size required to support digital signs | |||
| : Beam size required to support digital signs -- doupie | Post Reply | Top of thread | Engineering Forum |
| Posted by: Paver ® 11/20/2009, 10:08:39 Author Profile eMail author Edit |
My reply and I think the standard reply from others in this forum is that you need to consult an engineer to properly size the beam and connections to meet your conditions. That being said, you need to consider several things if you're going to try this yourself. A simplistic but conservative starting point would be to consider a simple 16' span with a 660lb load at midspan. In the calculators section of this forum you can look at the "Beam Bending Equations / Calculation Supported on Both Ends Single Load at Center". This would at least give you an estimate of the bending capacity needed. Beyond this it can get pretty complicated pretty quickly. In addition to moment capacity and deflections, you need to look at your connection design from the sign to the beams and the beam to the verticals. Also, you mentioned that this is an external sign anchored between two beams top and bottom. Depending where you are, this could act as a large sail when the wind kicks up and put all sorts of interesting torsional loads on your support system. Hope that helps and clarifies why the stock answer "consult an engineer" is used so often.
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