Steel antenna mast designed in RFEM 6, wind load analysis. The design includes global load-bearing capacity and stability analysis.
Steel antenna mast designed in RFEM 6, wind load analysis. The design includes global load-bearing capacity and stability analysis.
2026-06-01
062971

Steel Antenna Mast 35 m | RFEM Model Structural Analysis The bachelor thesis deals with the design and evaluation of a 35 m high steel single-mast antenna tower in RFEM 6. It includes wind load analysis including vortex shedding, global load-bearing capacity evaluation, local stability, and key construction details. Author: Evgeniia Rustamova, This bachelor thesis is entered in the Dlubal Talent ČVUT 2026 competition

Steel antenna mast designed in RFEM 6, wind load analysis. The design includes global load-bearing capacity and stability analysis.
The model of a steel single-mast antenna mast with a height of 35 meters is analyzed in detail in the RFEM 6 program. The bachelor thesis includes designs and evaluations of key construction details, including the influence of wind loading and vortex excitation. This model demonstrates the processes for assessing the global load-bearing capacity and local stability of the mast. The authorship of this study belongs to Evgeniie Rustamová, who is participating in the Dlubal Talent ČVUT 2026 competition.