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.
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...