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Recent content by SEMCM

  1. S

    Compact, non compact section properties as per AISC 2005

    But according to plate limitations 1400/10 = 140 is not exceeding the limit right? (H/tw= 180 ) Please correct me if I'm wrong
  2. S

    Compact, non compact section properties as per AISC 2005

    I have one query regarding AISC 2005 Recently I checked whether my I section is compact, non compact or slender As per Table B4.1 I got my flange as non compact and my web as slender But how come my section is passing in staad if it is a slender section My section sizes are 1400x10 web and...
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