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National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Optimization study of the weight of lattice roof truss - a variant for structural solution with steel profiles of RHS type.
 Komárek, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The main target is finding the optimal height of a truss girder corresponding with its minimal weight. The height of the truss girder is a variable parameter of the optimization. The truss girder is constructed of RHS profiles. The span is 24, 000 mm, the roof plane tilt is 5 percent and the truss girder distance is 6, 000 mm. The structural material is the S355 steel. 6 variants have been processed one of which in detail. The output of the bachelor thesis is a curve of the optimal height of the truss girder.
Detailed record
Optimization study of the weight of lattice roof truss - a variant for structural solution with steel profiles of CHS type.
 Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The main target is finding the optimal height of a truss girder corresponding with its minimal weight. The height of the truss girder is a variable parameter of the optimization. The truss girder is constructed of CHS profiles. The span is 24 000 mm, the roof plane tilt is 5 percentand the truss girder distance is 6 000 mm. The structural material is tje S 355 steel. 6 variantshave been processed one of which indetail. The output of thebachelor thesis is a curve of the optimal height of the truss girder.
Detailed record
Optimization study of the weight of lattice roof truss - a variant for structural solution with steel profiles of CHS type.
 Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The main target is finding the optimal height of a truss girder corresponding with its minimal weight. The height of the truss girder is a variable parameter of the optimization. The truss girder is constructed of CHS profiles. The span is 24 000 mm, the roof plane tilt is 5 percentand the truss girder distance is 6 000 mm. The structural material is tje S 355 steel. 6 variantshave been processed one of which indetail. The output of thebachelor thesis is a curve of the optimal height of the truss girder.
Detailed record
Optimization study of the weight of lattice roof truss - a variant for structural solution with steel profiles of RHS type.
 Komárek, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The main target is finding the optimal height of a truss girder corresponding with its minimal weight. The height of the truss girder is a variable parameter of the optimization. The truss girder is constructed of RHS profiles. The span is 24, 000 mm, the roof plane tilt is 5 percent and the truss girder distance is 6, 000 mm. The structural material is the S355 steel. 6 variants have been processed one of which in detail. The output of the bachelor thesis is a curve of the optimal height of the truss girder.
Detailed record

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