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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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Structural Design of Reinforced Concrete Hall
Skotnica, Tomáš ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
This master’s thesis deals with desing and structural assessment report reinforced concrete hall in two variants. Specifically, it is variant from prefabricaed element and second variant is cast-in-place frame. The selected elements for the design are saddle grider, longitudinal bracingy, beam, column and all cast-in-place structure. The results thesis are structure assessment report of selected elements, formwork and reinforcement drawing. The structeres models were created with software Dlubal R-Fem 6 and Idea StatiCa Detail 23.0.
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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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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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Steel Load-bearing Structure of a Museum Exhibition Gallery
Guziur, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.
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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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