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Lumber mill
Beran, Miroslav ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The aim of The Bachelor’s thesis is design and assessment of steel structure lumber mill. The building has rectangular shape with dimensions of 24 x 9 m, highest point is 5 m. The main supporting structure consist of three-hinged truss girder in axial distance of 4 m. The individual frames are connected by purlins and girts and spatial rigidity of the structure provides system of longitudinal and sway bracings. The entire building is assessed as a closed hall, a hall with open barndoor on one gable wall and as roof with only longitudinal wall for continuous working.
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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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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Sports hall
Podešť, Jakub ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Bachelor’s thesis deals with structural design of sports hall for common sports (handbal, football, tennis, volleyball, basketball) located in the Zlín. The hall ground plan dimensions are 36 m x 48 m and height of the hal lis 16,03 m. A loadbearing structure of roofing consists of three-hinged archs of glued laminated timber. A curve is pin-supported on reinforced concrete frames. Cross-binding are distanced 4 m. Purlins are pin supported between archs. The stability of the structure is toughened by sway and longitudinal bracing.
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Curling building
Nováková, Hana ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
Design of load bearing steel structure of a curling building. Examination of main load bearing building blocks. Examination of selected details. Drawing of disposition and selected details. Elaboration of manufactory drawings of chosen segments.
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Hangar
Čajda, Daniel ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by the sway and longitudinal bracings. Roof and peripheral walls are made by sandwich panels.
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Airport Hall
Kulichová, Jana ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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