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Design of steel-concrete composite structure of road box girder bridge on by-road of Bludov
Kuba, Michal ; Marván, David (referee) ; Nečesal, Petr (advisor)
The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.
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Theatre House in Přerov
Tichák, Tomáš ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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Hall for Metal Production with Administrative Building
Kaňok, Vojtěch ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This diploma thesis deals with the design of a metalworking shed with its adjacent administrative center. Both objects are statically independent. The buildings are located in the town of Bučovice. The dimensions of the shed are 54,78x72,58 m. There is an overhead crane situated in the middle wing. The shed‘s height is +11,62 m. The administrative building has L-shaped plan. Its dimensions are 27,62x8,13 m (the wider part is 15,63 m). The design of the administrative object has two variants. Both variants have composite steel-concrete ceiling structure. The heights of the objects are +11,20 m (A variant) and +18,20 m (B variant). For the A variant, drawings were also drawn up with the design and assessment of structural details and anchoring.
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Outbuilding to sport hall
Matějková, Pavla ; Pešek, Ondřej (referee) ; Barnat, Jan (advisor)
Bachelor's thesis contains a design of steel structure of a outbuilding to sport hall placed in the city of Lanškroun. The ground dimensions are 36.0×20.0 m, the height of the ridge is 10,0 m, the roof if arched. Inside the building there is a built-in structure with a 18.0 x 20.0 m ground dimension. The ceiling structure is designed as a composite steel and concrete structure with a trapezoidal sheet, mounted on a system of primary and secundary beams that are vertically mounted on pin-suported beam. A structural material of construction is steel S235 grade.
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Shopping centre
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this diploma thesis is a design of a bearing structure of a shopping center, situated in Brno. The structure is a U-shaped building with horizontal dimensions 120 x 45 m. In the front of the building there is a structure in a shape of a tower 24 m tall that is embedded into the main part. Beside this part, the building is covered with green roof. Materials used are steel S355 and concrete C25/30. The structure consists of columns and horizontal beams. The stiffness is secured by vertical stiffeners and by floor structures from reinforced concrete. Two variants were designed and compared. One is composite steel and concrete structure, the other one is just a steel structure. After evaluating both variants, the composite one was chosen and elaborated in more detail. Calculations were done according to valid Eurocodes.
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Design of steel-concrete composite structure of road bridge in Trenčín
Doležal, Tomáš ; Marván, David (referee) ; Nečesal, Petr (advisor)
The aim of diploma thesis was to design alternative of composite road bridge in Trenčín. The bridge beam is designed as continuous with theoretical span of 65 m + 106 m + 65 m. Permanent load, climatic load (uniform and nonuniform temperature variation, windload), shrinkage, differential settlement and traffic load were taken into consideration according to Eurocodes. Technical report, static report, drawings, bill of quantities are included. Computational model for evaluation of internal forces was carried out in SCIA Engineer software.
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Multi-storey building
Surovec, Daniel ; Bajer, Miroslav (referee) ; Štrba, Michal (advisor)
The object of this thesis is to design and assess steel structure of multi-storey office center in Vsetín. Floor plan dimensions of building are 48x40m. The building has ten floors. Overall height is 35,5m. The building ceilings made of composite steel and concrete structure. The part of build are roofer atrium and one bigger room aula with dimensions 24x16m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracing. Transverse rigity of variant B is ensured by truss bracing and longitudinal rigity is braced by bracing frames. The variant A is better.
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Administration building
Ondruš, Petr ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The subject of this diploma thesis is design and check the steel construction of the office building in Valašské Meziříčí. Floor plan dimensions of building are 55,0 x 30,0 m. The length of building gradually increases with each floor. The building has eight floors. Overall height is 33,6 m. The building ceilings made of composite steel and concrete structure. The construction in both directions is stabilized by vertical bracings. The building adjoins a smaller building with shops. Floor plan dimensions of that building are 31,5 x 21,0 m and building height to the top of the truss girder including cladding is 17,5 m.
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Office building
Závacká, Petra ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The final product of my thesis is a design of a bearing steel construction with conjugated concrete-steel elements horizontally attached to an administrative building. The thesis contains a desing of an administrative building with a parking garage which are connected. The administrative building has 8 floors and the parking garage with the connecting part has 4 floors. The height of the floor in all objects is 3,5m in 1.NP. From 2.NP up each floor has a height of 3m. The administrative building has a rectangular shape with dimensions of 36 x 48 m. The parking garage is of similar shape with dimensions of 30 x 54 m. Both buidlings are joined in an angle of 33 deg. The height of the administrative building above ground is 26, 475m. The height of the parking garage above the ground with the connecting part is 12,795m. The structure is made up of articulated beams stored in the column. Composite cross section is stored on girder hinge. The design of both objects is stiffened by vertical wall braces the transverse and longitudinal directions. Roofs are a mixture of objects for a specified period. The office building is located atrium measuring 12 x 24m. Atrium roofing is made by steel structure with glass panes. Cladding will consist of building glass facade.
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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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