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I don't know if the cable is tensioned. I unfortunately don't have the drawings which include the installation of the cable.

Thanks BAretired! I was thinking along those lines after pondering a bit.

Thanks for the input. My situation is that my leg section is at 106% of the tensile capacity without considering any contribution from the cable. The pipe does yield, but could we consider the pipe + cable as a composite section, with the cable contributing to the tensile resistance provided...

Hello, I am analyzing a self support communication tower that has been modified such that the existing pipe legs have been filled with non-shrink concrete grout and a 3/8" EHS Cable. For the tensile capacity of the pipe section, would I consider the entire contribution of the cable's tensile...