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  • Users: OzarkMTBr
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  1. OzarkMTBr

    girt deflection limits

    I am curious as to what some of you hold the deflection to an exterior wall girt using the IBC2000 code if the girt was supporting a brittle masonry wall? Also, those familiar with the SBC97, are you allowed to reduce your wind load on said girt above by 0.75? Thanks
  2. OzarkMTBr

    hook style anchor bolts

    I am a design engineer for a metal building fabricator and have repeatedly run into the question of how to consider the hook on a cast in place anchor bolt into the strength for uplift. For bond strength to the anchor surface I have always used 160psi on the vertical area only ignoring the...

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