Author
|
Jan Marx
|
University
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Czech Technical University in Prague, Czech Republic
Faculty of Civil Engineering |
As a part of this work, a timber shell roof of the building was designed. It is a combined structure made of glued-laminated beam and a steel supporting structure. The structural 3D model in RFEM was subjected to a deflection analysis and the individual structural components were optimized. The structural details were designed on the basis of the internal forces calculated from the load combinations.