Good day Everyone, I would like to use STAAD pro to design the connections for a structural steel truss, however I am having a little difficulty as it relates to selecting the correct connection for the joints of my structure using the RAM connection…

I have an existing roof truss with double angles. Most of the double angles are SLBB. The truss is modeled in the X-Y plane and all of the double angles have the local 3-3 axis perpendicular to the truss. The top and bottom chords are modeled as continuous…