• RAM Connection

    John Postlethwaite
    John Postlethwaite
    Hello, There is probably a simple and obvious answer to this question but I will ask anyway. Why is it that RAM Connection only deals with the major axis bending moment and vertical shear (and axial) instead of all 3 forces and all 3 moments? Thanks…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Connection Column Splice - Demand Calculation

    Seth Guthrie
    Seth Guthrie
    RAM Connection follows the recommendations from “Handbook of Structural Steel Connection Design and Details” by Akbar R. Tamboli” for AISC column splices. Specifically Section 2.2.5 Splices – columns and truss chords, from page 115 to 123. The simplest…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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