Considering the results of the analysis, model composed of 1D beam elements, the internal forces of the steel part have been identified (Fig. 7b). On the basis of the results obtained calculating the shell-like model, the load-bearing capacity of
Considering the results of the analysis, model composed of 1D beam elements, the internal forces of the steel part havebeen identified (Fig. 7b). On the basis of the results obtained calculating the shell-like model, the load-bearing capacity of