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    PEMB Zee and Cee Purlins

    GC_Hopi - Those anti-roll clips only handle the weak axis load once it's been carried out to the rafters along the length of the purlins. It doesn't help the purlins along their length at all. As for the braces at a tight spacing along the eave, those only do any good if your eave beam is stiff...
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    PEMB Zee and Cee Purlins

    Wayne, that's quite helpful to hear, if only as reassurance that I've not lost my marbles and the PEMB purlin schemes I've seen may in fact not work. I'm looking at either adding in metal deck for roof sheathing or providing a hot rolled shape for my eave beam/strut that I can brace all my...
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    PEMB Zee and Cee Purlins

    The types of insulated metal panels that I've been pointed towards by the architect all seem to have slide clips that don't allow for shear to transfer panel to panel. The few other IMP roof systems I've looked at all seem to be a similar situation which would negate any diaphragm action
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    PEMB Zee and Cee Purlins

    I'm trying to wrap my head around the design of light gauge Zee and Cee purlins in pre-engineered metal building design. I have the metal building systems book by Alexander Newman as well as the AISI manual and spec (newest edition of spec and the 2008 edition of the manual). Here's the set-up...
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    PEMB Shear Breakout

    Currently designing a pier foundation for a PEMB building, and am trying to wrap my head around best practices for shear transfer between the anchor bolts and the pier. The column I'm looking at has 97k (ult) of compression alongside its worst case shear of 37 k (ult). After looking through a...

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