National Repository of Grey Literature 359 records found  1 - 10nextend  jump to record: Search took 0.01 seconds. 
Production preparation in business model
Čermáková, Lucie ; Videcká, Zdeňka (referee) ; Juřica, Pavel (advisor)
This master thesis deals with the design of technological preparation of production and product manufacturing together with the design of a model company established in the premises of the LAPROCO business process management laboratory. This model enterprise is intended to support the teaching of the Bachelor's degree programme in Process Management. The analysis describes the laboratory including its equipment and the curriculum and its content. The design part then deals with the outline of the model enterprise and its activities.
Static solution of the load-bearing structure of a multifunctional building
Svozil, Matěj ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
The bachelor's thesis deals with the assessment and design of selected characteristic parts of a multifunctional house. The multifunctional house consists of five above-ground floors and one underground floor. The 2nd floor to the 5th floor is intended for living. The first above-ground floor is used for the operation of the fitness center and the cafe. The underground floor is intended for an underground garage and partly for storage cubicles and technical room. The assessed elements are the ceiling slab above the typical floor, the most loaded column and the reinforced concrete monolithic staircase. In order to obtain the internal forces, FEM was used using the SCIA Engineer 22 program, verified by manual MSM. The final output of the bachelor thesis is a static calculation and drawings of the reinforcement of individual structural elements. In the course of the entire assessment, the applicable standards were followed.
Slab bridge
Malý, Jan ; Muroň, Vlastimil (referee) ; Panáček, Josef (advisor)
Bachelor's thesis deals with the design of a road bridge over the Volyňka river. Three bridging variants were proposed, of which the bridge variant, whose supporting structure consists of an additional pre-stressed concrete slab, was chosen for subsequent detailed assessment. The variation with prestressed prefabricated girders with composite slab is chosen for more detailed assessment. Detailed structural design is made and selected parts of the construction are checked for ultimate and serviceability limit state by Eurocode. Calculation of load is made by manual way and then by exact way with program Scia Engineer 22. The results from both calculation methods are then compared. Detailed drawings and visualization are made as well.
Reinforced concrete structure
Hubačková, Pavlína ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of a department store. Elements for design are locally supported ceiling sab, column and foundation pad. The calculation of internal forces was performed in a computational program SCIA Engineer 17. The Results of the software are compared with the result of the simplified manual method. The settlement of foundation was performer in program GEO 5. A graphical documentation of selected elements is also a part of the thesis. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
Bridge on the I/11 road
Jedlička, Martin ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
Aim of this thesis is to design a concrete road bridge over a Neborůvka stream and surrounding valley. This bridge is a part of I/11 road. Three preliminary designs with focus on girder bridge solution were made. As a most suitable variant was chosen two gilder beams variant. For this variant was made a static calculation concerning TDA. This design was made according EC. As a construction method was chosen classic construction with falsework. Design was made in Midas Civil and Dlubal RFEM calculation software. As a next step a drawing documentation was made as well as construction time plan and bridge visualization.
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.
Comparison price of construction at the time of acquisition and currently
Němcová, Markéta ; Tichý,, Jan (referee) ; Tichá, Alena (advisor)
This bachelor thesis is focused on comparison of budgetary price of the building project at the time of acquisition and the price budgeted for 2013. Theoretical part deals with pricing in civil engineering and in the practical part is described actual budget of the family house and than the comparison of budgeted prices.
Bridge on a local road
Nečasová, Pavla ; Zobek, Svatopluk (referee) ; Panáček, Josef (advisor)
Graduation thesis deal with the design and assessment of the load-bearing structure of the bridge with four fields. The bridge carries local road Žernov-Přerov over the motorway D1. Thesis include design of three alternative solutions. For detailed treatment was chosen variant of single point supported deskbeam. Graduation thesis include static calculation, general and detailed drawings and visualization.
Bridge over highway on a ramp
Tlamka, Tomáš ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The proposal is for new construction of a road bridge over the highway.Three options of solutions were proposed but only the option of connected girder slab beam of six fields was selected. This variant was assessed by static calculation. Static calculation is processed in accordance with European standards. Another important part of this thesis is also drawings, visualization, technical report and construction procedure.
Static solution of the ceiling structure of apartment building
Habanec, Kamil ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The Bachelor thesis deals with the static solution of the ceiling construction of an integrated apartment building. The aim is to design, or change the sizes of the projected structures in the submitted project, to ensure the interruption of thermal bridges and protection against foot noise. Subsequently, their static solution, dimensioning and assessment to marginal states. The elements intended for the solution are ceiling structures above the second upper floor, beams, a connecting staircase and a column. The calculation of internal forces was performed in the student version of SCIA Engineer 20.0 with a comparison of values on an independent simplified model. The work also includes drawing documentation for the aforementioned elements. The calculation was carried out according to the applicable standards and principles.

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