Author
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Benedikt Jugel
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University
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Hochschule Mainz – University of Applied Sciences, Germany |
The thesis focuses on deformations and internal forces of first and second order analysis. Furthermore, the relations are applied to exemplary systems and compared with the structural frame and truss analysis software RSTAB 9. They are used to prove Euler's buckling load of a pinned-pinned column. This thesis extends upon existing theories for symmetrical bending and makes them applicable to unsymmetrical bending.