I am analysing a 50m high self supporting tower made of steel sections of UV profiled with RAEX HSF 420. This tower is few years old and it necessary to check the stability for fixing few antennas more.
can anyone explain me how the uplift force is going to act on a four legged tower, precisely two towers legs under tension while other two under compression?
Thanks all your comments, actually this is a roof top of six storey building, and the column is a structural member of the building.This is a 30m high lattice tower with a total weight of around 7 tons. I did not have the analysis report of the tower and i managed with the details provided by a...
I am designing a roof top supporting structure for a four legged telecom tower to resist a uplift force of 770kN per one leg.Beams of the above structure has been designed assuming simply supported and no moments will be transfered to existing columns. More over chemical anchors will be used to...
