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Thanks for the thoughts so far fellas... If the beam is taking torsion as you say in #1, could you explain why it can be ignored and is not required structurally? Doesn't the torsion need to be resolved somehow by the torsional resistance of the supporting beam either on its own or with the...

Hi all, I'd just like to get your thoughts about the structural framing shown below. Some information: W-Beam at roof level is cantilevered over HSS column HSS column is in turn supported by another W-beam at second floor that happens to also be cantilevered over an HSS For my questions...