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  1. alindenver

    (Steel) AISI/AISC minimum edge distances for bolt holes in the non-loaded direction

    ok i see it now, thanks for the info. does anyone have this info for cold formed material? the explanation in appendix a section E3.1 of AISI seems to only apply when the load is parallel to the edge being considered (aka the loaded direction)? im really just looking for some reinforcement on...
  2. alindenver

    (Steel) AISI/AISC minimum edge distances for bolt holes in the non-loaded direction

    Hey guys, (STEEL) Does anyone know any requirements for minimum edge distances for holes in the non-loaded direction? I can't find anything concrete on this, not sure if it exists or not. Thanks in advance!
  3. alindenver

    canadian wind coefficients for parapets

    Hey guys, I was wondering if anyone has designed a parapet using the 2010 National Building Code of Canada. I have looked at the structural commentaries, but cannot figure out what are the appropriate CpCg factors are and how to apply them. My first thought would be to calculate the wind...
  4. alindenver

    load combinations combined with snow drift ASCE 7-05/10

    Just wondering if anyone had an opinion on what is the most correct way to combine snow drift loads in ASCE 7-05/10. I know that they need not be combined with unbalanced, pattern loading, etc., but what about wind? should you run combinations with wind and snow drift when checking members, or...

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