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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Steel Structure of Multipurpose Hall
Vošček, Martin ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
Theme of this bachelor thesis is calculation and design of steel load bearing structure. The plan of the multipurpose hall is in rectangular shape with the width of 28m and length of 46m. The roof is in circular arch shape. Whole structure is designed from S355 steel. Structure is situated in Brno and is designed according the Eurocodes.
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The Multipurpose buildings in Podlesí u Příbram
Ryšavá, Iva ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of this thesis is the design and static assessment of timber load bearing structure of The Multipurpose buildings in Podlesí u Příbram. The complex is composed of the administrative building and a multipurpose hall and corridor. The administrative building has three floors and it is designed as a wooden frame. The hall is designed as a wooden frame system. Corridor connects the administrative building with a hall and it is 1.3 meters above the ground. Corridor is a wooden structure. Climatic loads are considered for the village Podlesí u Příbram.
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Analysis of The Effects of Wind on The Steel Ventilated Facade
Kloss, Tomáš ; Žák,, Antonín (referee) ; Hron, Lukáš (advisor)
This master´s thesis analyzes an effect of wind load on the ventilated facade claddings. The analysis is performed on the various types of facades, from unventilated to ventilated facades with a different geometrical arrangement of facade shell. The theoretical part describes the basic knowledge about the theory of flow, turbulence modeling, determining an optimal domain, verification of the calculation model and user interface in the ANSYS software. The final part compares the value of the wind load reduction depending on the change of the gap widths and the size of ventilated spaces. The resulting values are obtained by CFD simulations. The thesis includes a design and an assessment of the steel hall construction.
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The Steel Structure of Car Showroom
Buchta, Vojtěch ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The task of the thesis was to design a draft and a review of car’s showroom supporting structure. The object is located in the city of Hradec Králové. Floor plan has a size of 30 x 15 m, the height of the object is 7 m at the highest point. The mono-pitched roof is formed by two parts on the same slope 3.81 °. Material of all components is steel S235. All calculations were performed in accordance with valid standards. The structure consists of a load-bearing columns fixed to the ground, the truss girders are designed of hollow cross-sections, pin-suported by the columns. The purlins are pin supported by upper chords of a truss girder, with the lower and upper edges flushing. Purlins support the roof made of roof-panels by Kingspan, thickness 160 mm. Wall casing the technical parts of the object is formed also by system panels by Kingspan. The cladding of the sales area is made of glass panels by Reynaers.
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The steel construction of an exhibition pavilion
Petrovičová, Lucia ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The content of this bachelors thesis is design and appraisal of the steel construction of an exhibition pavilion. Ground plan dimensions are 39,2 x 50,0 m with approximate height 10,7m. The supporting system of the structure consists of planar transverse linkages which are created by lattice truss.The design is selected from two pre-solved geometrical and structural variants which are compered on the basis of the weight of structure and ultimate and serviceability limit state. From the selected variant is made detailed static assessment and drawing documentation.
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Steel structure of viewing tower
Doležal, Tomáš ; Röder, Václav (referee) ; Hron, Lukáš (advisor)
Aim of the bachelor thesis is to create proposal and static assessment of supporting steel structure of 24 meters high viewing tower based on original architectonic proposals. Climatic load (wind, snow, icing) is determined for expected allocation of viewing tower - Plzeň. The thesis consists of technical report with assembling solution, static report of main supporting parts and chosen connections and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA Engineer 2011 software. Static report is created manually according to valid European standards.
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Sports Building in Olomouc
Hrycík, Martin ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
Work deals with design of the steel structure of the sports hall in the Brno region . The hall has a rectangular shape with dimensions of 42 x 24 m and a height 11 m. transverse bond makes a cylindrical truss with a span of 24 m placed on columns height of 8 m. Purlins with span of 6 m are placed on the trusses. Roofing and curtain wall is made of sandwich panels.
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Reconstruction of the Building for Storage
Heger, Petr ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The subject of this bachelor’s thesis is to design the extension of the steel structure of the storage hall. The task is to double the platform area from 18 x 18 m up to 36x18 m with the height of 7,5 m. It is required to use as much of existing profiles as possible. The structure is located in Znojmo. The original roof structure is made of truss girders with the segmently curved lower girdle. The span of main frame is 18 m and the axial distance of main frames is 6 m. All girders are pinned. In extended structure is used the plate girder. Spatial rigidity of the structure is made by wall and roof bracing. The static calculation of main load-bearing elements including joints and specific details was made for the structure. The technical report and drawings were specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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