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The Process of Selecting a Supplier for the Repairs of Machinery at the Manufacturing Plant
Francová, Klára ; Vlček, Radek (referee) ; Jurová, Marie (advisor)
This bachelor thesis focuses on a process of selecting a supplier for repairs of machinery at a manufacturing plant in an External repair department. For the process clarity, a process map which describes the process and makes it clear was created. An analysis for partial activities was made, where time consuming activities were selected, for which steps to reduce duration of the process were devised. A SWOT analysis for the external repair department has been developed and evaluated, which should help to respond to opportunities and threats of the department better.
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Steel structure of the bridge on the road
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the thesis is a proposal of steel load-bearing structure (carrying structure of a steel) bridge of the span of 31+74+31m with the bottom bridge deck taking over the second-class road in the territory of Olomouc city. The bridge deck is created by composite steel-concrete slab with crossbars. The solution was focused on using arched construction in the middle of the bridge with different tilt of arches to the horizontal central axis of the bridge. Under the term of the solution four alternatives have been calculated. The most optimal solution was selected and processed in detail. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Steel structure of training tennis hall
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is a proposal and evaluation of a steel load-bearing structure of a rectangular tennis hall with a floor space of 40x63 m. The building is situated outside the urban area near the Moravičany municipality. The hall consists of 11 cross-links spaced by 6.3 m. The main load-bearing system consists of spatial arched trusses, purlins and lateral bracing that support the spatial rigidity of the construction. The calculations were made in compliance with the Czech technical norms ČSN EN.
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The Process of Selecting a Supplier for the Repairs of Machinery at the Manufacturing Plant
Francová, Klára ; Vlček, Radek (referee) ; Jurová, Marie (advisor)
This bachelor thesis focuses on a process of selecting a supplier for repairs of machinery at a manufacturing plant in an External repair department. For the process clarity, a process map which describes the process and makes it clear was created. An analysis for partial activities was made, where time consuming activities were selected, for which steps to reduce duration of the process were devised. A SWOT analysis for the external repair department has been developed and evaluated, which should help to respond to opportunities and threats of the department better.
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Steel structure of the bridge on the road
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the thesis is a proposal of steel load-bearing structure (carrying structure of a steel) bridge of the span of 31+74+31m with the bottom bridge deck taking over the second-class road in the territory of Olomouc city. The bridge deck is created by composite steel-concrete slab with crossbars. The solution was focused on using arched construction in the middle of the bridge with different tilt of arches to the horizontal central axis of the bridge. Under the term of the solution four alternatives have been calculated. The most optimal solution was selected and processed in detail. The calculations were made in compliance with the Czech technical norms ČSN EN.
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|
|
Steel structure of training tennis hall
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is a proposal and evaluation of a steel load-bearing structure of a rectangular tennis hall with a floor space of 40x63 m. The building is situated outside the urban area near the Moravičany municipality. The hall consists of 11 cross-links spaced by 6.3 m. The main load-bearing system consists of spatial arched trusses, purlins and lateral bracing that support the spatial rigidity of the construction. The calculations were made in compliance with the Czech technical norms ČSN EN.
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