I am fairly new to foundation design and have a question about where to start. I received a soils report from the client and need some help interpreting it. The number of STP blows goes from 16 at 9m depth to 27 at 10.5m, and then to 50 at 12m. If I am reading this correctly, this is where my...
I am doing monopole design according to TIA-222-G and was wondering about antennas. If I have an array of 4 antennas around the pole at 0°, 90°, 180°, and 270° and the wind is coming from 0°, then do I have to take into account the antenna at 180°? If so, is the force reduced at all? Thanks in...
My company manufactures carbon fiber communication towers and I have been asked to figure out a way to calculate deflection under service loads for our tapered towers. Any ideas, this one really has me stumped. Thanks!
I am building a spreadsheet to perform monopole tower analysis based on TIA-222-G and would like to get an independent verification that I have done everything correctly. Is there anyone out there that can do this type of consulting and what does it cost? Thanks.
