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  1. PerStr

    Steel Box Sections

    Hi all, I need more information about the design of steel box sections with transverse and/or longitudinal stiffeners, including sections with slenders components (flanges or webs). AISC deals with some effective widths for slender elements but just for elements under uniform compression. But...
  2. PerStr

    Steel Box Sections

    Hi all, I need more information about the design of steel box sections with transverse and/or longitudinal stiffeners, including sections with slenders components (flanges or webs). If you know some references that deal with these issues I would appreciate you to respond this post. Thnks a lot...

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