Thanks Josh. My company is planning to invest in a software and we are looking at the best value for money. I have made some enquiries about Tnxtower-only disadvantage is that it is compliant with the USA and Canada Codes.Even though I hear its the best on the market now. I have heard about PLS...
My question was not " How do I design steel members?". Please refer to my first post...Question: Any Idea on how to design rooftop poles for Telecommunication Equipment? Now if you have the information and you are not willing to share that's fine. Your comments as far as I am concerned are not...
Thanks for your comments. I thought this forum was for learning. Not every engineer is well versed in all areas of engineering. It depends really on what you have been exposed to in your career from the beginning and you have to take all the time to learn new things. My research in this area of...
Thank you both for the information. Very helpful. The pole is expected to be mounted on a concrete rooftop. My major concern has to do with sizing up the members based on 1 -3 load combinations-taking into consideration dead load and wind load. See attached Photo of what is proposed.
Thanks for the response. I agree, basically for a MW, we would like to ensure a deflection check that will not throw the MW out of the line of sight. I am looking for solutions-like excel based work sheets that will be able to provide member sizes based on specified design code for rooftop pole...