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Static solution of timber structure
Burza, Martin ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
The Bachelor thesis is focused on an analysis of a wooden house truss. The first part deals with the load acting on spatially complex roof structure which is modeled in the Scia Engineer 2012 analysis software. Furthermore, the work considers the most stressed cross sections of wood elements and selected joints. In conclusion, the Bachelor´s thesis evaluates the original construction design.
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Mountain hotel in Králíky
Hoffmannová, Zdislava ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this thesis was a structural design of a timber structure of a mountain hotel in Králíky. The object was a three storey building in a shape of letter U. The project was made in two different variations. The first one consisted of timber frame system with walls securing spacial stability. Computational model was created as a spacial bar 3D model in SCIA Engineer 19.1. The internal forces were calculated using the linear static analysis. The loadbearing structure was designed according to ultimate and serviceability limit states in SCIA Engineer 19.1. The thesis includes joints and anchorage design according to valid standards. Glue laminated timber was chosen as a material for the loadbearing structure while solid timber was chosen for wall structures. The second variation was made out of cross laminated panels. Wall panels were calculated by hand calculation whereas floor and roof panels were calculated using Agrop Nova Element software. Spatial model was made in SCIA Engineer 19.1 software to design joints and for global deformation check as well. The thesis includes engineering report, structural design report as well as drawings.
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Airport Terminal
Pospíšilová, Vendula ; Horáček, Martin (referee) ; Pilgr, Milan (advisor)
The diploma thesis is focused on a proposal and review of load-carrying steel structure of the airport terminal. The object is located in Zlín. It is a building of a rectangular plan with a ground plan dimensions of 75.0 x 54.0 m. The hall contains 10 main frames spaced by 6.0 m. The total height of the object is variable from 11.5 m to 19.9 m. The part of the construction is composite steel – concrete floor structure with a ground plan dimensions of 75.0 m x 27.0 m. The spatial rigidity of the construction is obtain by bracing. The cladding of the roof and the side walls is designed by sendwich panels, the cladding of the face walls is made by the glass facade system.
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Steel structure of sportshall roof
Altoff, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor thesis deals with the design and static assessment of steel structure of sports hall roof. The object has a ground plan in the shape of a rectangle. The length of the sport hall is 58,5 m, width of structure is 44,0 m and the height is 13,995 m. The object is situated in the Ostrava city. There were done three variants of the hall. One of them was assessed in detail. The supporting structure is made up of lattice trusses in the shape of the circular arch. The main structural element is steel grade S235.
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Analysis of traditional timber structures
Šigutová, Petra ; Vlk,, Zbyněk (referee) ; Zídek, Rostislav (advisor)
The subject of my bachelor´s thesis is the research of the statistical effect of a barn´s rafter. The preface is devoted to the creating two - dimensional models of the basic types of the rafters and their behavior during the loading. The main part of my thesis deals with the composing three-dimensional models of the roof. I try to depict the behavior of the structure after the deformation of the joints. I compare the results to the real behavior of the structure.
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Roofing of the winter stadium
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a steel roof structure of the winter stadium in the city of Olomouc. The new layout solution takes into account the current dimensions of the stadium. Ground plan dimensions of the structure are 101x73 m with the maximum height of 30.5 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an arch. The arch is latticed. With an axial distance of the upper and the lower belt of 3.0 m and axial distance of the trusses of 5.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The bachelor thesis contains a static calculation of purlins, truss, gable wall and of joints. The whole roof structure is then clad with panels.
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Static Analysis of certain types of timber structures
Čáslavová, Sandra ; Brdečko, Luděk (referee) ; Zídek, Rostislav (advisor)
This bachelor thesis is focused on analyzing a timber roof trusses, identifying and evaluating differences in their behavior. The thesis is aimed to review conventional trusses, create plane models which are then compared with each other. From selected truss was used to create a 3D model, on which are key joints are reviewed. Scia Engineer 15.2.140 program is used to create an expert opinion. This program is based on FEM principle.
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Railway station roofing
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a railway station roofingin the city of Brno. The new layout solution takes into account the current dimensions of the railway station. Ground plan dimensions of the structure are 76x205 m with the maximum height of 14,6 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an double arch. The truss is latticed. With an axial distance of the upper and the lower belt of 2.0 m and axial distance of the trusses of 6.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The diploma thesis contains a static calculation of purlins, truss and of joints. The whole roof structure is then clad with panels.
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Mountain hotel in Králíky
Hoffmannová, Zdislava ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this thesis was a structural design of a timber structure of a mountain hotel in Králíky. The object was a three storey building in a shape of letter U. The project was made in two different variations. The first one consisted of timber frame system with walls securing spacial stability. Computational model was created as a spacial bar 3D model in SCIA Engineer 19.1. The internal forces were calculated using the linear static analysis. The loadbearing structure was designed according to ultimate and serviceability limit states in SCIA Engineer 19.1. The thesis includes joints and anchorage design according to valid standards. Glue laminated timber was chosen as a material for the loadbearing structure while solid timber was chosen for wall structures. The second variation was made out of cross laminated panels. Wall panels were calculated by hand calculation whereas floor and roof panels were calculated using Agrop Nova Element software. Spatial model was made in SCIA Engineer 19.1 software to design joints and for global deformation check as well. The thesis includes engineering report, structural design report as well as drawings.
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