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Recent content by CaptnPea

  1. CaptnPea

    Non-Structural Appendage - OSHPD/Siesmic Requirements?

    Double thanks whyun. I'm starting to see the picture now, and as I was working through some related work I started comming to the same conclusions. I can set up a numerical model now to find the loadings in the fasteners, likely will do a TkSolver model to work it out for different fastening...
  2. CaptnPea

    Non-Structural Appendage - OSHPD/Siesmic Requirements?

    Thanks, Still a little confused, I ran downstairs and grabed section 16A (equations the same, table values the same), EXACT SAME RESULT? What I am a little confused on still is... so I design (or specify) a fastening system that can hold 535.4 lbf on to the wall. But wait, we haven't even...
  3. CaptnPea

    Non-Structural Appendage - OSHPD/Siesmic Requirements?

    Hello all, (also posted in Strucural Forum) I'm working on the design of some equipement to go into hospital applications around the country, including CA (OSPHD). The equipment is going to be mounted to interior walls and cantiliver out into the room, it may be counted as essencial equipment...
  4. CaptnPea

    Non-Structural Appendage - OSHPD/Siesmic Requirements?

    Hello all, I'm working on the design of some equipement to go into hospital applications around the country, including CA (OSPHD). The equipment is going to be mounted to interior walls and cantiliver out into the room, it may be counted as essencial equipment. The question is how do I...

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