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…

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…

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…