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Thanks MiketheEngineer. I have been trying to find information on this A36 grade 50 and can't really find anything. Yes A36 went almost the way you describe it. The only information I could find was an article on Modern Steel Construction MSC magazine dated back from 1999 in which it talkes...

I am working on an upgrade to a self support tower for telecommunication application. My steel shop is telling me that the required angle by the engineer, an A572 grade 50 ksi, they can not get, but instead they could use an ASTM A36 with 50 ksi grade rating. IS this true? If it is what kind...

I am currently looking for a good software for the design of telecommunication sructures, aka steel monopoles with 12 r 18 sided taper tubes. I have used RISA tower software and PLS-POLE software. Anyone else knows of other softwares available. I would like to see something with a capability of...

Thanks for all of teh responses. Since last I have obtained the newest version of PLS-SPOLE and have my program running along side with it. I am trying to do designs of monopoles for the telecommunication induxtry using PLS-POLE and have come to a stop on the usage of the new equations on the...

Thanks for all the info. I like where transmissiontowers is coming from. The trick to use PLS-POLE is to know how exactly put in the loads or tell the loads to the program. Since you do a lot with the program anc communicate with the PowerLine company, do you think they will issue a manual on...

Hello, I'm new to the forums, my question is if anyone uses PLS-Pole as a program method to design telecomunication poles. I have been using a spread sheet that links to SAPS, now with the revision G to the TIA/EIA 222 code we are moving towards the PLS-POLE direction. If anyone has any imput...