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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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Storage Hall
Badár, Tomáš ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall in the city of Jihlava. The building is designed as a two-aisled hall with its dimensions 36×60 m. The main supporting part is diagonal links makes truss frame with span of 24 m, which is hinged to the structure of columns. Height in the top of the ship is 9,0 m. Among the main support frames are solid purlins. The main structure is articulated outbuitding with dimensions 12×60 m and height in the top 5,92 m. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The calculation has been done in Scia Engineer 16.1 program and by hand canculation.
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Syntactic approach to agreement (with a special view to agreement of predicate with subject)
Klimešová, Petra ; Lehečková, Eva (advisor) ; Adam, Robert (referee)
This thesis deals with syntactic relation of subject-predicate agreement in Czech, concentrating on special cases. The theoretical part describes the term "agreement" in terms of the traditional dependency approach, presents the definition of the term and specifies its width. It describes the subject-predicate agreement from from other theoretical perspectives, too (for example generative grammar analysis etc.). The main part of this theoretical chapter contains particular cases of subject-predicate agreement, as described in Czech grammars and textbooks. However, this description does not take into account all options and variants of agreement used in everyday conversation. Therefore, we investigate the problem of agreement through an empirical survey, which serves us to identify more complex cases (multiple subject with disjunctive, adversative and compared relation between its constituents; based on the cases found in the Czech National Corpus). Another source of data comes from a questionnaire, which maps how complex agreement structures are acquired by users of the language (students of the Faculty of Arts, Charles University). The data found in Czech National Corpus enable us to specify tendencies of agreement in more complicated cases; these tendencies should be included in the grammatical...
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Storage Hall
Badár, Tomáš ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall in the city of Jihlava. The building is designed as a two-aisled hall with its dimensions 36×60 m. The main supporting part is diagonal links makes truss frame with span of 24 m, which is hinged to the structure of columns. Height in the top of the ship is 9,0 m. Among the main support frames are solid purlins. The main structure is articulated outbuitding with dimensions 12×60 m and height in the top 5,92 m. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The calculation has been done in Scia Engineer 16.1 program and by hand canculation.
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Syntactic approach to agreement (with a special view to agreement of predicate with subject)
Klimešová, Petra ; Lehečková, Eva (advisor) ; Adam, Robert (referee)
This thesis deals with syntactic relation of subject-predicate agreement in Czech, concentrating on special cases. The theoretical part describes the term "agreement" in terms of the traditional dependency approach, presents the definition of the term and specifies its width. It describes the subject-predicate agreement from from other theoretical perspectives, too (for example generative grammar analysis etc.). The main part of this theoretical chapter contains particular cases of subject-predicate agreement, as described in Czech grammars and textbooks. However, this description does not take into account all options and variants of agreement used in everyday conversation. Therefore, we investigate the problem of agreement through an empirical survey, which serves us to identify more complex cases (multiple subject with disjunctive, adversative and compared relation between its constituents; based on the cases found in the Czech National Corpus). Another source of data comes from a questionnaire, which maps how complex agreement structures are acquired by users of the language (students of the Faculty of Arts, Charles University). The data found in Czech National Corpus enable us to specify tendencies of agreement in more complicated cases; these tendencies should be included in the grammatical...
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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|
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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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|
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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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