A mechanical analysis of telecomunication towers steel constuction, with the help of
Abaqus FEM solver will be performed in this thesis. For the loads acting upon the
construction only wind loads calculated with the help of EUROCODE will be used in
the calculation. Because of the size of the problem, some simplifications will have to
be used. This thesis will also include an verification of the used simplifications, with
a comparison to the non-simplified model in smaller scale. The final analysis will be
conducted on a simplified complete model of the telecomunication tover.