2026-06-01
062971
Steel Antenna Mast, Height 35 m, RFEM 6 Analysis
Steel antenna tower designed in RFEM 6; wind load analysis. The design includes the analysis of global load-bearing capacity and stability.
A model of a 35-meter-high single-pole steel antenna mast is analyzed in detail using RFEM 6. This bachelor’s thesis includes the design and analysis of key structural details, including the effects of wind loads and vortex-induced forces. This model demonstrates the procedures for evaluating the global load-bearing capacity and local stability of the mast. This study was authored by Evgeniia Rustamova, who is participating in the Dlubal Talent CTU 2026 competition.