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

VIVEK PARMAR — Tue, 11 Oct 2022 08:35:53 GMT

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.
Width of flange is considered as weld length even though the flanges are coped and effectively there is no weld.

Full depth End plate Shear connection using AISC360 in RAM

VIVEK PARMAR — Fri, 07 Oct 2022 07:57:03 GMT

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.

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

Full depth End plate Shear connection using AISC360 in RAM