I am using Ram Connection to design a Column Beam Brace bolted gusset connection with an HSS Column and brace, and a wide flange beam - connected to the column via single shear plate. When I have the Is column end check on to consider a reduction in the…

Hi, I am writing to report an issue with the RAM Connection Standalone 2023 software. I noticed that when I was designing a W beam to HSS column single plate (shear tab connection), the software did not check the slenderness of the HSS wall as per AISC…