MBoland31

Yeah, even somewhat thick tube walls still tend to be pretty flexible and shed load toward the stiffer corners, but a flange plate to tube wall connection would be nice for those common small-moment connections (10-30 k-ft, maybe 50k-ft at a thick and…

3. If you want the beam to be framng into the wide face of the Rectangular tube use a Beam to Column Web configuration. 2. I'm not sure what type of connection you are talking about in point 2, a through plate? 3. Eventually. Truss connections are…