Author
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Konrad Rodacki
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University
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Cracow University of Technology, Poland
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A model was made in RFEM, consisting of 1,145 members. The entire structure was loaded with tangential forces due to wind and snow, and designed for the cross-sectional forces obtained in this way. The real stiffnesses of nodes were determined and the changes of forces and displacements were analyzed after taking into account the stiffnesses entered into the program.