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The timber viewtower
Lecián, Martin ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and bracing provide rigidity of the structure. The roof has a pyramid shape towers and tends to 17 °. Outer columns are designed from glued laminated wood GL24h, others carrying wooden beam are designed from solid timber C24 steel rods are designed from steel S235. Connections are solved using steel components. The work includes structural calculation, technical report and drawings.
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Shelter in park
Svršek, Josef ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This diploma thesis deals with design of the structure of the shelter i the park of city Hranice na Moravě. This load-bearing structure is made of glued laminated wood with the strength class GL24h. The structure has the shape of half ball and the load-bearing beams are in the shape of an arc. This building will be mainly used for cultural purposes. Ground plan dimensions of this shelter are 25x25 m. A complete static design solution including of all connection details and anchoring has been solved.
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The technical museum in Olomouc
Gelová, Michaela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with the design of the structure of the multi-storey building of the Technical Museum in Olomouc. This timber structure is made of glued laminated wood with the strenghts Gl24h and Gl32h. It is a complex of six adjoining buildings, which are shifted from one another in both transverse direction and the heigth. The ground plan dimensions of the parcel on which tha hal lis decomposed is 40 x 80 m. A complete static design solution, including its foundation, anchoring and selected type connections, has been solved.
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The Roofing of The Sport Hall
Janás, Ondřej ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis presents the construction plan and assessment of a roof above a swimming pool. The main cantilever of the structure is a wooden parabolic beam with the span of 40 m and a 6 m camber that is jointly set in place via pin connection. The stiffness of the structure is secured by roof stiffeners. The assessment was carried out in adherence to applicable norms.
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Design of roof timber structure for the central station in Brno
Sikorová, Radka ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
This bachelor’s thesis deals with a design of loadbearing structure of roofing of the railway station in Brno. The main truss is a three-hinged arch which is maid of glued laminated timber with a span of 70,0m and a high of 11,7m. Arches are supported on the foundation by means of steel pivot joint. The conection between arches are provided by the purlins, their length is from 4,486m to 5,000m. The structure is horizontally curved by diameter R=600,0m, a length of centre-line is 445,5m. A spatial rigidity of the structure is provided by the cross and longitudinal bracings.
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The roof structure of the multipurpose hall in Lipník
Gelová, Michaela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This bachelor´s thesis deals with a design of load-bearing roofing structure of the multipurpose hall in Lipnik in various material variants – wood, steel. The main truss /solid panel is a double-hinged / three-hinged arch with a span L = 25m and a height h = 12,5m. Arches are supported on the foundation by means of steel pivot joints. The connection between arches, are provided by the purlins, their length is 5m. A spatial rigidity of the structure is provided by the cross and longitudinal bracings.
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Shelter in park
Svršek, Josef ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This diploma thesis deals with design of the structure of the shelter i the park of city Hranice na Moravě. This load-bearing structure is made of glued laminated wood with the strength class GL24h. The structure has the shape of half ball and the load-bearing beams are in the shape of an arc. This building will be mainly used for cultural purposes. Ground plan dimensions of this shelter are 25x25 m. A complete static design solution including of all connection details and anchoring has been solved.
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The technical museum in Olomouc
Gelová, Michaela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with the design of the structure of the multi-storey building of the Technical Museum in Olomouc. This timber structure is made of glued laminated wood with the strenghts Gl24h and Gl32h. It is a complex of six adjoining buildings, which are shifted from one another in both transverse direction and the heigth. The ground plan dimensions of the parcel on which tha hal lis decomposed is 40 x 80 m. A complete static design solution, including its foundation, anchoring and selected type connections, has been solved.
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The Roofing of The Sport Hall
Janás, Ondřej ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis presents the construction plan and assessment of a roof above a swimming pool. The main cantilever of the structure is a wooden parabolic beam with the span of 40 m and a 6 m camber that is jointly set in place via pin connection. The stiffness of the structure is secured by roof stiffeners. The assessment was carried out in adherence to applicable norms.
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The timber viewtower
Lecián, Martin ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The master's thesis deals with design and static assessment of loadbearing structure the timber viewtower on the hill Hostyn. The shape of the structure is very close oblate spheroid. Towers plan shape is a regular octagon whose outer diameter varies along the height. Tower in the footing and in the top measure 10,5 meters, at mid-height measure 6.5 meters. The height of the viewtower is 35 meters and view floor is located at a height of 30.5 meters. The main structure of tower consists outer towers curved wooden columns and interior steel column. Columns support the horizontal beams and bracing provide rigidity of the structure. The roof has a pyramid shape towers and tends to 17 °. Outer columns are designed from glued laminated wood GL24h, others carrying wooden beam are designed from solid timber C24 steel rods are designed from steel S235. Connections are solved using steel components. The work includes structural calculation, technical report and drawings.
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