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  1. etimm

    ICC 500 - Host Building Collapse Load?

    phamENG, I agree approx the impact time is a crap shoot. I have spent some time looking through section 2.8 in Blodgett's Design of Welded Structures. It looks like a great reference, thank you. In looking at the stiffness of the shelter I think need to look at the shelter elements separately...
  2. etimm

    ICC 500 - Host Building Collapse Load?

    Anyone have experience in designing storm shelters for host building collapse? I have an ICC 500 storm shelter that is below 2 stories of its host building. Curious to see what kind of impact loading others have used or would recommend for host building collapse. Any advice is welcome. Some...
  3. etimm

    Alternating Dowels and Reducing Hook Development Lengths

    2) 25.4.10 pg 427

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