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The steel roof structure of a hangar
Pojezný, Tomáš ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
This work contains the design and assessment of the steel roof structure of a hangar for Cessna propeller aircraft. Ground plan dimensions are 40,0 x 60,0 m, approximate height is 12,0 m. The supporting system of the structure consists of plane elliptical trusses. The design is selected from two pre-solved geometrical and structural variants. They are compared on the basis of price, the size of painted surfaces and the weight of structure. For the selected variant is made detailed static assessment and drawing documentation.
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St. Michael's Hospice
Krmaš, Jan ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit. In the basement is the technical room, warehouses, garages and kitchen facilities. On the ground floor are then socio-public rooms and facilities. On the second floor is located hedmaster of hospice and accommodation area. The third floor is devoted to the accommodation area. The proposed structure made of brick longitudinal system, supplemented by concrete basement walls. The horizontal structure is made of filigree ceiling panels. Stairs are designed as a precast concrete and steel. Individual roof structures is made from unwalkable, walkable and vegetation compositions. The cladding consists of ventilated facade of glass and wooden panels. Foundations are designed from the lineal foundation.
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Roof Structure of Collection Yard
Sýkora, Jiří ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The roof structure has plan dimensions of 9.15 m in width and 38.4 m in length, the height of the structure is approximately 5.9 m. The planar load-carrying system in the transverse direction consists of a fixed column and a beam with a slope of 8°, which is supported by the column both directly in the middle of the length and by means of hinges in quarters of the length. These transverse support systems are spaced at 6 m intervals. The roof cladding made of profiled steel sheeting metal is supported on plain purlins placed perpendicularly on the load-carrying system. The spatial rigidity of the structure is ensured in the transverse direction by the fixed of the columns and in the longitudinal direction by the truss bracing. The supporting structure consists of hot rolled steel profiles.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Roof construction of extinguishing systems
Mikulincová, Denisa ; Šulák, Pavel (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the assessment of the existing reinforced concrete structure of the roof on the fire extinguishing facility. The analysis is performed using the Scia Engineer program. A new design is also proposed. Roofing is done with a ribbed board. Part of the thesis is also an analysis of the possibilities of solving ribbed boards in the Scia Engineer program.
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Roof Structure Sports Stadium
Neničková, Lucie ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
Aim of the final thesis is to create proposal and static assessment of supporting steel roof structure of sports stadium according to the proposed disposition. Climatic load (snow and wind) is determined for location Kopřivnice. The thesis consists of technical report, static report of main supporting parts and chosen connections, bill of material quantities, technical report with comparison of 2 options solution and drawing documentation. Computational model for evaluation of internal forces is realized in Dlubal RSTAB 8.06 software. Static report is created manually according to valid European standards.
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The steel roof structure of a hangar
Pojezný, Tomáš ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
This work contains the design and assessment of the steel roof structure of a hangar for Cessna propeller aircraft. Ground plan dimensions are 40,0 x 60,0 m, approximate height is 12,0 m. The supporting system of the structure consists of plane elliptical trusses. The design is selected from two pre-solved geometrical and structural variants. They are compared on the basis of price, the size of painted surfaces and the weight of structure. For the selected variant is made detailed static assessment and drawing documentation.
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Reduction in House Prices due to Roof Structure Defects
Mareš, Petr ; Kosová, Jaroslava (referee) ; Weigel, Lubomír (advisor)
This master’s thesis provides us into the issues of reduction of house prices due to roof structure defect. First charter takes interest in theorethical solutions for residential houses valuation with defects.Real estate survey is introduced in chapter two. The third part of this master’s thesis is focused on possible roof structure defects and malfunctions. In last charter we can find the valuation of house with defect. The main goal of this thesis is to create a procedure for the reduction of property price with roof structure defect.
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Static design of roof structure
Duda, Tomáš ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The subject of the diploma thesis is the design and static analysis of roof structure. It is prestressed roof shell (membrane) supported by a cable. The whole thesis is divided into several separated units according to task's specification. The text section describes the introduction to the issue of presstressed suspension cable constructions and displays their possible shapes, types and realizations. There is also technical report of solved shell, which was written on the base of the documents, drawn drawings and structural (static) analysis.
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