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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 ASCE10-97 implementation in STAAD.Pro also has the design rules for ASCE publication 72 embedded in it. That publication is specifically meant for the design of tapered tubular poles. So, if the member’s cross section happens to be a tapered tubular section, then, the rules of ASCE 72 are invoked during the design. The clause references are from that publication.


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