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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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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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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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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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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 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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Exhibition pavilion
Španihel, Jiří ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The subject of the diploma thesis is design and examination of supporting steel structure of the exhibition pavilion situated at the Brno Exhibition Centre, including a comparison with the second variant. The design emphasis has been placed on keeping the architectural character of building related to its purpose. The structure consists of 11 sections shaped as elliptical arcs, formed by truss frames with variable length of semi-axes, while the largest size (the smallest) is 13 m (7 m) for minor semi-axis and 20 m (14 m) for the main semi-axis, height is 16 m (10 m) and distance of support 38.92 m (25.30 meters). For the analysis of internal forces has been assembled spatial bar shaped model. Cladding is made of Kalzip system.
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Office and logictic building
Navrátil, Ondřej ; Ing. Michal Štrba. Ph.D. (referee) ; Pilgr, Milan (advisor)
Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).
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Bonded Warehouse in Uherský Brod
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of my bachelor’s thesis was to design and assess a steel structure warehouse in Uherský Brod. It is a single hall with a gabled roof with a ground plan dimensions of 30 x 42 m and a height of 8 m. The slope of the roof plane is 7.595 °. The main load-bearing structural system consists of eight cross-frame links. The hall is claded by sandwich insulation panels Kingspan. The whole steel structure is made of steel S 235.
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