• Beam - Girder Connections

    Beam - Girder Joints In RAM Connection, Beam - Girder (BG) Joints can be created with the following configurations: Shear Connections for Beam - Girder Joints Connector Design Code Girder Section Beam Section Joint/Connection…

  • Beam - Column Web Connections

    Beam - Column Web Joints In RAM Connection, Beam - Column Web (BCW) Joints can be created with the following configurations: Shear Connections for Beam-Column Web Joints Connector Design Code Column Section Beam Section Joint…

  • Beam - Column Flange Connections

    Beam - Column Flange Joints In RAM Connection, Beam - Column Flange (BCF) Joints can be created with the following configurations: Shear Connections for Beam-Column Flange Joints Connector Design Code Column Section Beam…

  • Error in weld calculations in End plate shear connection (Eurocode) in RAM Connection Standalone

    When designing Beam to beam shear connection using End plate per Eurocode, the weld check performed by RAM connection seems to be having a few errors as explained below. Weld size considered is leg size, whereas throat thickness should be considered…

  • Full depth End plate Shear connection using AISC360 in RAM

    How to design Full depth End plate shear connection using AISC360 in RAM Standalone application? There is an option for the same per EC, IS, etc.

  • Beam to column web end plate moment connection with both beam and column W shapes.

    Why beam to column web end plate moment connection for W shape column is not available in RAM connections ? Only we have column as rectangular hollow section (snap below). Can we expect this w shape column web connection in future updates?

  • 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…
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