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purlins with and without cleats

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rowingengineer

Structural
Jun 18, 2009
2,468
I don't know the American cold formed design code at all well, but does it have a way to handle purlins without cleats for design? The code I use is very similar whenever I have compared in the past.

ANY FOOL CAN DESIGN A STRUCTURE. IT TAKES AN ENGINEER TO DESIGN A CONNECTION.”
 
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The only thing that tolerates a rollover well is an IRA. Purlins do not do that well.

If you are referring to the anti-roll connectors used at the purlin to mainframe connections, I would never go without them, especially in pitches higher than 1:12.

Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
 
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