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RAM | STAAD | ADINA
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    • verticalbracing
    • Knee brace gusset to beam/ column connection eccentricity due to workline not coinciding with weld centre

      Anurag E
      Anurag E
      We have encountered a problem while performing checks in vertical brace knee brace. The software does not allow us to enter the values of Xleft and Xright, which represent the eccentricity from connection centre to workline. As a result, the calculation…
      • 2 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD Forum
    • Concrete Column Minimum Eccentric Moment

      Seth Guthrie
      Seth Guthrie
      Product(s): RAM Structural System; Concrete Column Version(s): Any Area: Design Why is the reported moment larger than the reported member forces? The concrete column design report indicates the ultimate factored…
      • 7 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
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