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  • Users: Mistieats
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  1. Mistieats

    Seismic Story Drift Combination

    Hi EngTip folks, I'm trying to design a structural connection between two buildings in a seismic zone. The inelastic story drifts in NS and EW are 10" and 6" respectively. So for the designed structural connection, I need to consider the combined story drift in NS and EW directions. Is there a...
  2. Mistieats

    Welded Steel Truss Tolerance

    Hi fellow structural engineers, My team just designed a steel truss roof with a 50' span and 10' width, with some tight clearance (1-1/4") with adjacent steel structures. We received some pushback regarding the manufacturability of the steel truss: the contractor is worried about the shop...
  3. Mistieats

    Anchoring into Stone/Marble

    I am trying to find a good way to anchor into stone/marble. Has anyone had any experience with the type of anchor used? I have used Keil undercut anchor before for bigger projects, but I wonder if Hilti epoxy anchor can do the job for smaller projects even if they don't have test data for...

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