In this study, the calculation problems and solutions of the guyed mast towers are summarized. These structures are very special, and they are characterized by their unique structural behaviors. Begining with brief introduction, the possible, and common construction types will be presented, and their difficulties in planning discussed. Problems of stability with specific failure methods, such as the effect of non-direction-keeping loads are some of the key subjects of the thesis. Several calculation methods are also discussed, with an emphasis on the given possibilities of FE model formation. The advantages and disadvantages of these calculation methods are then compared. Finally, the question of optimization is discussed.