Author
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Sebastian Balcerowiak
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University
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Wrocław University of Science and Technology, Poland
Faculty of Civil Engineering |
The geometrically nonlinear analysis (GNA) has been used as it includes vulnerability of the system for the second-order analysis and flaccid bracings. For the lateral-torsional buckling of the selected structural elements, a beem and panel model has been used. The beam elements have been dimensioned using the equivalent member method. The whole system has been calculated for the ULS and SLS combinations. Afterwards, a utilization verification with the application of the modified analytical General Method contained in PN‑EN 1993‑1‑1 has been performed.