• RAM Connection-End Plate Moment (AISC DG04 vs. AISC DG04+Seismic(SMF))

    Hello, Firstly, thanks to all of you reading this. It has been already sent through the Service Request No.[7001213662] However I would like to share the thought that I have. [Question & Suggestion] The demand(load) for the each check is different…

  • IMF error in Ram Connection

    I saw the release notes for RAM Connection v13.4.0 posted, but didn't see anything about a resolution to the unconservative errors in the moment frame calcs with seismic provisions for Intermediate Moment Frames. While I appreciate the new features added…

  • Required Strength for EBF Column

    I am designing 3-story Eccentric Brace Frames using the Seismic Provisions in RAM Frame and I am confused with the required strength value that is being determined for the axial design of the 1st story column. The Member Code Check report for the column…

  • RE: CAN STAAD CONSIDER REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D

    Yes STAAD.Pro can check seismic provisions as outlined in the AISC 341-10. When designing as per the AISC 360-10, you need to add the design parameter called SEISMIC and set it to 1 for the seismic checks to be carried out. More details on the checks…
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