We design many buildings that include a combination of materials. Integrating masonry material properties by default and adding design for masonry would be useful, similar to Risa.
When the bottom of the Column is a foundation and user elects to use Col forces from RAM Concept whereby no Concept forces/moments and therefore RSS will use RAM Conc Analysis(for Col bottom forces and those moments are always negative), for a lac...
Allow gusset BASE PLATE connections to be assigned at corner columns connected to braces in two directions.
Currently, there is no way to design a gusset base plate connection if the column base has braces coming into it from 2 different planes. You can't even assign 2 separate connections, one for each plane, like you can at CBB joints.