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Steel lookout tower
Kábrt, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the diploma thesis was to make a structural design of steel-load-carrying structure of steel lookout tower, in the grounds of domestic brewery in Humpolec. Lookout tower will be part of newly built centre for customers of the brewery. The layout and shape of the load-carrying structure of steel lookout tower follow the brewery chimney with height of 32.7 m with circular ground plan and outside diameter of 3.5 m in the heel and 2.3 m at the top. The chimney is independent of the construction of the lookout tower. The ground plan and dimensions of the lookout tower were considered taking into account the required spacing of the structure from adjacent buildings and ensuring sufficient dimensions for the required passage between the future lookout tower and the existing building of the boiler room. RFEM was used for calculation internal forces and assessment on individual structural elements, according to the valid Eurocodes.
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Steel construction of an exhibition pavilion
Wawreczka, Karel ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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Ice Hockey Stadium
Čech, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.
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Family house load-carrying structure composed of thin-walled cold-formed steel profiles
Jančar, Ondřej ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is make a structural design of prefabricated family house. The load-carrying structure is composed of thin-walled cold-formed steel profiles. The family house is single-storey without basement. The object has rectangular ground plan with proportions of 9 x 14 m. The gable roof has slope 27°. Roof truss girders allows to make a attic space for storage seasonal things. The house is situated in city development of Bílovec. The object was designed according to currently valid standarts to the ultimate limit states and seviceability limit states.
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Steel structure of sport hall
Ceh, Ondřej ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
This thesis contains a design of steel structure of a sport hall placed in the city of Zábřeh na Moravě. The ground dimensions are 29 x 62,5 m, height is 10 m. The steel structure of a roof is based on frames with a span of 29 m and purlins from open cold rolled profiles. A structural material of frames is steel S355 grade, a structural material of purlins is S450 grade. A bolted connection of the frame will be done according to the maximal rigidity and feasibility of the structure.
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Ancrene Wisse, Guide for Anchoresses, A Czech translation.
Petříková, Klára ; Čermák, Jan (advisor) ; Franková, Milada (referee) ; Malura, Jan (referee)
Abstract, Ancrene Wisse, "Guide for Anchoresses" A Czech Translation (2015) Klára Petříková Ancrene Wisse (Guide for Anchoresses) is a remarkable work of the Middle English literature dating back to the first half of the 13th century. Its author (presumably a Dominican) conceived it as "spiritual life guidelines" for three sisters of a noble origin who decided to renounce the world. Besides its didactic purpose, its character is meditative and contemplative. Riveting in its style, its rich metaphors and heightened sensibility link it with the later tradition of the English mystical writers (Julian of Norwich), The work abounds in quotations, paraphrases of the continental monastic authors (St. Augustine, Bernard of Clairvaux). Surviving in seventeen manuscripts, it had been quoted till the Renaissance and its importance is further confirmed by a contemporaneous translation into Latin and French. Present translation aims to introduce this work to the Czech readers and to put it in its historical, social and literary context.
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Meaning of life in the work of Karel Čapek
Hodinková, Marie ; Blažková, Miloslava (advisor) ; Rybák, David (referee)
The thesis named "Sense of Life in the Work of Karel Čapek" treats the problems of raison- d'etre of life seen by Karel Čapek. At first this thesis is preoccupied by Čapek's personality and character of his era. Karel Čapek is characterized as an author in whose works were projected his philosophical views influenced mainly by pragmatism. The thesis analyses Čapek's works treating issues of sense of life. Particularly these are two proses by Čapek "Obyčejný život" (Common Life) and "Život a dílo skladatele Foltýna "(The Life and Work of Composer Foltýn). These two novels are at first analyzed separately and then compared.
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Steel construction of Sports Hall
Badin, Vít ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this thesis is the proposal of main supporting steel structure of multipurpose sports hall with the floor plan dimensions of 36x45 meters. Location of the building is in Znojmo. Total height of the structure is 16 meters. The support structure material is 235 JR. Construction is drafted in three possible options. For the selected option is elaborated project documentation and calculated guide details.
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Steel- load-carrying structure of production hall
Kábrt, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis was to make a structural design of steel-load-carrying structure of two-bay production hall with rectangular plan with total width 36m, i.e. with the same width both of the bay 2x18m, and total length ca. 72m. Eaves level of the building is 7,5m. There is one trolley crane with load capacity 5t and span 17,1m in the hall. The building will be roofed by saddle roof with slope 5% (2.86°) and ridge in the middle of the width. Modular distance of main frames is 6m. The production hall is situated on the outskirts of industrial part of town Červený Kostelec. RFEM was used for calculation internal forces on individual structural elements. Designing of elements and joints was made according to valid eurocodes.
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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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