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RE: How is the unity check calculated for a tapered tubular section using the ASCE solver?

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The steel properties that you assign with material definition, as shown below, does not affect the design. These are used for connection design.

TYPE STEEL
STRENGTH FY 36 FU 58 RY 1.5 RT 1.2

For controlling the design of structural members, you would specifically need to define design parameters from within Design > Steel page. This is not a workaround but it is rather how the software is designed to work.

Regarding the clause references, I have to get back to you as I do not have the code with me right now.

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