• 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.

  • Connections between hollow sections using RAM connection

    Hello community, Is it possible to design rectangular hollow beam to rectangular hollow column moment connection OR rectangular hollow beam to rectangular hollow beam shear connection using RAM connection? Regards, Vishal
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