• Member failure after using section from Section wizard

    Section BOX ISMC 250 with gap 90mm used as column and designed in STAAD. Due to loading. it has failures. for section property enhancement, additional plate applied to BOX section though section wizard. But results for member (section wizard) design…

  • Stress Ratio for All the bracing members After Using Section 12 Command of IS800-2007 LSD in Design parameter

    I have used STAAD design parameters related to section 12 of IS800-2007 LSD. It has been found that major bracings are having same stress ratio. Unable to track the reason. Anyone have any suggestions, references?
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