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…