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Thank you.

I tried to attach the skecth with the previous post. Hope this workshttp://files.engineering.com/getfile.aspx?folder=ff64f63e-2331-4a4f-847f-794946dafc97&file=20100330125623299.pdf

It is the design of a canopy/ overhang. Does the application have a bearing on the design.

I began design based on weak axis flexure and shear in the flange. I am not sure about torsion. Attached is a sketch. Thanks for the response.

The length of an end beam (girder) is 42' and has 10 cantilevered HS members framing into it the web. The questions are: 1. Should the loads from the HS members be treated as point loads, moments on the flange or both? 2. Should the girder be designed for compression, flexure or shear? Thanks...

Does anyone have experience with design using tapered HSS? If so, what manufacturer makes these members.