Hello, I'm using Ram Elements 16.7. I have a wide flange section (W8x13) that is seeing forces about all six degrees of freedom as it's part of a sculpture so its loading is atypical. When I run the steel design using 360-16 and include torsional design…

Hello, I am unsure where the output is referencing these highlighted below. I don't understand what "Table 4.1a.Case1" or "Cl.E3" references to. The references to Eq. E3-4 are in the appendix of the steel manual. But I can't find the others.