The design and the verification of the columns and monotubular high masts seems to be at first sight very easy.
The static scheme, a bracket with on or more masses concentrated, is something very simple from the structural point of view; but if we carefully study this structural type, it presents more complex problems.
Due to the wind action these structures suffer remarkable important dynamic effects which complicate considerably the calculation process.
The gained experience and technology nowadays available make our technicians able to carry our very careful calculation and consequently to have optimized design.
Design of the structure is carried our by qualified structural engineers, with the aid of purpose made software according to the methods established by the construction theory and according to the standard in force.