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Ultimita Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor) Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures. Detailed record

Ultimita Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor) Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures. Detailed record

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