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  1. marcposada1

    L4x4x1/2 A36 with 50 ksi rating clarification require?

    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...
  2. marcposada1

    monopole design

    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...
  3. marcposada1

    Design of Telecommunication poles using PLS-POLE

    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...

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