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The Three Aisled Storage Building
Šramota, Petr ; Bajer,, Miroslav (referee) ; Buchta, Stanislav (advisor)
The main aim of this bachelor thesis is designing free-aisled manufacturing hall situated in Frýdek-Místek. In the proposition is solved variantion with central nave wide 12 m conncted to outer naves wide 9,0 m. Total lenght is 120 m. Support system of the central and outer naves is formed by lattice cross-links, which are composed rolling section saved on fixed columns. The calculation was done through the use of SCIA Engineer 2008 program andy by myself alone.
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Analysis of Thermoplastic Welded Joints
Procházka, Martin ; Kytýr, Jiří (referee) ; Gratza, Roman (advisor)
This thesis deals with analyses of thermoplastic welded joints. Experiments were performed, in which the not-welded specimens and specimens with cruciform welded joints were tested by tensile and three-point bending test. For these measurements, polypropylene and polyethylene specimens were used. Afterwards, the analyses of specimen models were made in the ANSYS programme. The results of the analyses were compared with figures of the analytic calculations and measurements.
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Analysis of Thermoplastic Welded Joints
Procházka, Martin ; Kytýr, Jiří (referee) ; Gratza, Roman (advisor)
This thesis deals with analyses of thermoplastic welded joints. Experiments were performed, in which the not-welded specimens and specimens with cruciform welded joints were tested by tensile and three-point bending test. For these measurements, polypropylene and polyethylene specimens were used. Afterwards, the analyses of specimen models were made in the ANSYS programme. The results of the analyses were compared with figures of the analytic calculations and measurements.
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The Three Aisled Storage Building
Šramota, Petr ; Bajer,, Miroslav (referee) ; Buchta, Stanislav (advisor)
The main aim of this bachelor thesis is designing free-aisled manufacturing hall situated in Frýdek-Místek. In the proposition is solved variantion with central nave wide 12 m conncted to outer naves wide 9,0 m. Total lenght is 120 m. Support system of the central and outer naves is formed by lattice cross-links, which are composed rolling section saved on fixed columns. The calculation was done through the use of SCIA Engineer 2008 program andy by myself alone.
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