Sig,
Thanks for the thought, although I have already accounted for that. The pole is ~48' tall, and the largest unbraced length is 29'-6". The end goal for me is to modify the pole so that it passes the structural checks. I am thinking of adding additional guy cables to create more bracing...
Koot,
I noticed that when I reduce the unbraced length, the calculations work out, so I don't think there is an issue with the calculations. I had a feeling it was the that we are exceeding the buckling stress, but wanted to make sure I wasn't missing something. Like they say, you don't know...
I am new to this forum so if I am violating any rules or protocol, please let me know.
I am working on a round wood pole (Distribution/Telephone Pole) and have been asked by the client to analyze it per the 2012 NDS. In section 3.9.2 there is guidance on how to analyze the combined stresses...
