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Technology of Production single parts with multiple bend
Daňhel, Marek ; Štroner, Marek (referee) ; Dvořák, Milan (advisor)
DAŇHEL, M. Production Technology for Parts with Multiple Bends. Bachelor thesis, Combined form of bachelor degree programme ENGINERING, subject of study Manufacturing Technology, 1st form, 3rd year of study, academic year 2008/2009, study group 3K1. FME BUT Brno, Institute of Manufacturing Technology, Department of metal forming and plastics. No. of pages 47, pictures 32, tables 6, supplements 9. Bachelor thesis supervisor doc. Ing. Milan Dvořák, CSc. _______________________________________________________________ The project developed within the framework of the bachelor degree programme, subject of study B2307-00 Manufacturing Technology, submits a bending technology proposal for a part with multiple bends. The bachelor thesis presents a theory overview related to the forming operations comprising bending, a selection of suitable alternatives for the manufacture of the given part and the production sequence for this part. The design of the bending tool is made in accordance with valid engineering standards for forming operations. As the basis for production the project includes manufacturing drawings of the punch and lower die and the drawing of the bending tool assembly. Technical and economic evaluation and conclusions in respect of the proposed technology constitute a part of the project.
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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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Industrial Building - Review of Selected Reinforced Concrete Parts
Weber, Jozef ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Bachelor’s thesis deals with reinforced concrete floor structure. It is a 3D frame, which is composed of bar elements oriented in the longitudinal and transverse direction. The work is done calculating mean longitudinal beam and also the middle of the cross beam. Furthermore, the calculated floor structure, which operates in both directions. For the calculation of inner strength used computer program SCIA ENGINEER 2013.0, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. Work contains textual part, inner strength, static calculations, drawings and used documents.
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Reinforced concrete structure
Zdražilová, Pavlína ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with design and assessment of chosen parts of load-bearing reinforced concrete cast-in-place structure of a department store. The aim of this thesis is to design and assess the reinforced concrete structure of a slab above first floor and one column. Scia Engineer 14 computational software was chosen to model the structure and to obtain the international forces. The structure is designed according to ČSN EN.
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Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
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Concrete ceiling of apartment house
Vyhnalíková, Kateřina ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis is to dimension and assess concrete ceiling in a typical storey of apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with results of software and also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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