A different kind of fencepost problem
May 3, 2007 10:57 AM
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Stuctural-engineering filter: I need some help figuring out requirements for a temporary art installation that needs to stand up to the wind.
The installation will resemble a fence made of T-posts and panels of vinyl banner material. Each panel will be approximately 2 m square (I have some flexibility on this), and will be supported by T-posts left and right, held to it by zip-ties through grommetted holes at 60 cm intervals. I'll be cutting slits in the panels to allow some wind to pass through, but it needs to be able to stand up to 60 kph winds. My questions are:
1. How deeply do the T-posts need to be sunk into the ground?
2. Can I double-up panels on T-posts, so a single T-post is supporting panels on both sides, or should each T-post be holding up only one side of one panel?
3. Another way to approach #2 is this: below a certain panel size, I could double up (I imagine). What is that size? I'm interested in minimizing the time and effort it will take to set all these T-posts.
I'll be grateful for any other suggestions along these lines. I've thought about anchoring the T-posts with cables and stakes front and rear, but site considerations make that impractical, and I am hoping it would be unnecessary.
posted by adamrice to science & nature (8 comments total)
There should be no larger torque due to having two panels back to back.
posted by JJ86 at 11:20 AM on May 3, 2007