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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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Load carrying structure of a riding hall
Patrný, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The aim of this thesis is the design and assessment of the load carrying structure of a riding hall in Třebechovice pod Orebem. It is a rectangular hall with dimension of 36 meters x 72 meters with a gabled roof that will be utilized for dressage and equestrian competitions. Hall dimension is determined by the riding area 25 meters x 60 meters,by the safety clearances and grandstand for spectators. The load carrying structure is made up of thirteen crosslinks by six meters of solid-columns and lattice trusses connected by purlins. The spatial rigidity of the structure is ensured by the bracings system.
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Load carring structure of a riding hall
Lička, Vojtěch ; Šmak,, Milan (referee) ; Sýkora, Karel (advisor)
The thesis focuses on a gantry of a riding hall, which will be realized in Opava region in the village Albertovec. This hall will serve for riding competitions. Proportions of the inner riding area are 20x60 metres. The gantry is constituted by 7 cross-links, which are formed by roof trusses and plane solid columns anchored into steel bases. Individual trusses are connected by 12 metres long lattice purlins. The strength of the construction is ensured by systems of stiffeners and the subsequent cover comprises of a roof and wall cover. Above the roof surface there is a lengthwise daylight.
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Agricultural hall with steel load-carrying structure
Zbořil, David ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor’s thesis solve design of agricultural hall with steel load-carryng structure. Load-carryng structure is create frame construction from solid panel IPE beam. The girders are attached to the columns articulated. All columns are transvesely fixed to the foundation pads (in the longitudinal direction acting as articulated bearing). Roofing is made of sandwich panels, mounted on the purlins of thin-walled "Z". The building envelope is made of sandwich panels, attached with girt of the thin-walled "". The whole system is appropriate completed diagonal circular hollow section bracing, both in the transverse and in the longitudinal direction. The result of this work are static report and corresponding drawings agricultural hall with steel load-carryng structure.
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Agricultural hall with steel load-carrying structure
Zbořil, David ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor’s thesis solve design of agricultural hall with steel load-carryng structure. Load-carryng structure is create frame construction from solid panel IPE beam. The girders are attached to the columns articulated. All columns are transvesely fixed to the foundation pads (in the longitudinal direction acting as articulated bearing). Roofing is made of sandwich panels, mounted on the purlins of thin-walled "Z". The building envelope is made of sandwich panels, attached with girt of the thin-walled "". The whole system is appropriate completed diagonal circular hollow section bracing, both in the transverse and in the longitudinal direction. The result of this work are static report and corresponding drawings agricultural hall with steel load-carryng structure.
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Load carring structure of a riding hall
Lička, Vojtěch ; Šmak,, Milan (referee) ; Sýkora, Karel (advisor)
The thesis focuses on a gantry of a riding hall, which will be realized in Opava region in the village Albertovec. This hall will serve for riding competitions. Proportions of the inner riding area are 20x60 metres. The gantry is constituted by 7 cross-links, which are formed by roof trusses and plane solid columns anchored into steel bases. Individual trusses are connected by 12 metres long lattice purlins. The strength of the construction is ensured by systems of stiffeners and the subsequent cover comprises of a roof and wall cover. Above the roof surface there is a lengthwise daylight.
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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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Load carrying structure of a riding hall
Patrný, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The aim of this thesis is the design and assessment of the load carrying structure of a riding hall in Třebechovice pod Orebem. It is a rectangular hall with dimension of 36 meters x 72 meters with a gabled roof that will be utilized for dressage and equestrian competitions. Hall dimension is determined by the riding area 25 meters x 60 meters,by the safety clearances and grandstand for spectators. The load carrying structure is made up of thirteen crosslinks by six meters of solid-columns and lattice trusses connected by purlins. The spatial rigidity of the structure is ensured by the bracings system.
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