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  • Users: wsg SE PE
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  1. wsg SE PE

    Non-typical steel angles in OWSJ

    Hello all, I stumbled across a few non-typical steel angles in some open web steel joists and joist girders (supplied by Vulcraft) yesterday. The web members in particular induced some head scratching. Some of the shapes I measured with my calipers were coming in around .110" in leg thickness...
  2. wsg SE PE

    Differences between ACI318-08 and ACI318-11 Section 10.10.6, Cm factor lower bound limit

    I am going over the Moment Magnification Procedure for non-sway columns as described in ACI318-11 Section 10.01.6 and I noticed a difference in the code relative to ACI318-08 that I cannot find discussion or documentation of anywhere on the internet. Equation 10-16 in ACI318-08 limits the value...

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