National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Static verification of steel temporary bridge ŽM 30
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification of a steel temporary bridge ŽM 30, the span of the first version is 18 m, the span of the second version is 30 m. The first version also contains a comparison with the results of load test performed on the temporary bridge. Steel construction is made of steel strength class S490. The calculations are made according to valid norms ČSN EN.
Winter Stadium in Olomouc
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification and the desing of two options of a roofing of the winter stadium in Olomouc. The object has a rectangular plan of dimension 68 x 100 m, the minimum clearance is given by requirements of the operation of winter sports. Steel construction is made of steel strength class S355. The calculations are made according to valid norms ČSN EN.
Winter Stadium in Olomouc
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification and the desing of two options of a roofing of the winter stadium in Olomouc. The object has a rectangular plan of dimension 68 x 100 m, the minimum clearance is given by requirements of the operation of winter sports. Steel construction is made of steel strength class S355. The calculations are made according to valid norms ČSN EN.
Static verification of steel temporary bridge ŽM 30
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification of a steel temporary bridge ŽM 30, the span of the first version is 18 m, the span of the second version is 30 m. The first version also contains a comparison with the results of load test performed on the temporary bridge. Steel construction is made of steel strength class S490. The calculations are made according to valid norms ČSN EN.

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