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Reconstruction of the cable suspended footbridge in Kroměříž
Liška, Jaroslav ; Kulhavý,, Tomáš (referee) ; Klusáček, Ladislav (advisor)
The Diploma thesis deals with the reconstruction design of a footbridge in the city of Kroměříž, Czech Republic. The footbridge would serve as safe transport for pedestrians over the Morava river. The main objective of the thesis is to conceive two or three reconstruction designs. The most suitable one will be opted for and elaborated in more detail. Eventually, strengthening of the bridge by means of additional prestressing using mono-strand post-tensioning systems is picked as the best solution of the planned reconstruction. The monostrand post-tensioning system is led under the deck, the cross section being outside. External cables are anchored in concrete blocks built around existing supports. Load-generated internal forces are calculated on a spatial bar model with non-linear first-order analysis. The calculation is executed using the finite element method in the midas Civil programme. The chosen reconstruction design is then assessed against load capacity limit states, and functionality. Also, the designed reconstruction is assed for dynamic effects. Results are compared with existing structure, and verified against the real-time tensometric measurement-obtained data. Dimensions, assessment of load-bearing structure, and structural details are all made according to valid Eurocodes.
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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Sports building in Vsetín
Gargulák, Martin ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The objective of this work is a design solution and check load-carrying steel construction of the sports hall. The square plan dimensions are 28x28 m, the ridge level is 11,5 m. The building is located in Vsetín. The building construction is designed as a single hall, the construction system is built of a three-hinged main frame. Centre to centre spacing main frame is 5,6 m. The hall has a saddle roof and its inclination is 10°. The cross-sections of the main load-bearing elements are plate.
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Reconstruction of the cable suspended footbridge in Kroměříž
Liška, Jaroslav ; Kulhavý,, Tomáš (referee) ; Klusáček, Ladislav (advisor)
The Diploma thesis deals with the reconstruction design of a footbridge in the city of Kroměříž, Czech Republic. The footbridge would serve as safe transport for pedestrians over the Morava river. The main objective of the thesis is to conceive two or three reconstruction designs. The most suitable one will be opted for and elaborated in more detail. Eventually, strengthening of the bridge by means of additional prestressing using mono-strand post-tensioning systems is picked as the best solution of the planned reconstruction. The monostrand post-tensioning system is led under the deck, the cross section being outside. External cables are anchored in concrete blocks built around existing supports. Load-generated internal forces are calculated on a spatial bar model with non-linear first-order analysis. The calculation is executed using the finite element method in the midas Civil programme. The chosen reconstruction design is then assessed against load capacity limit states, and functionality. Also, the designed reconstruction is assed for dynamic effects. Results are compared with existing structure, and verified against the real-time tensometric measurement-obtained data. Dimensions, assessment of load-bearing structure, and structural details are all made according to valid Eurocodes.
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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Sports building in Vsetín
Gargulák, Martin ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The objective of this work is a design solution and check load-carrying steel construction of the sports hall. The square plan dimensions are 28x28 m, the ridge level is 11,5 m. The building is located in Vsetín. The building construction is designed as a single hall, the construction system is built of a three-hinged main frame. Centre to centre spacing main frame is 5,6 m. The hall has a saddle roof and its inclination is 10°. The cross-sections of the main load-bearing elements are plate.
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