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Spatial reinforced concrete frame of the industry object
Body, Roman ; Šulák, Pavel (referee) ; Šimůnek, Petr (advisor)
The aim of bachelor thesis is design and appraise the structure of the spatial reinforced concrete frame of the industry object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 2013.1. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
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Design of a one-span bridge
Barič, Dominik ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The subject of this bachelor’s thesis is a design of a plate – girder bridge structure over the river „Svitava“, between the towns of „Blansko“ and „Brno“. The bridge carries a road of a class II, category S9,5/90. Three studies have been designed. Study A has been chosen for a detailed design. It has a character of post - tensioned plate - girder structure. Load analysis is performed in software Scia Engineer 17.1. The design and assessment are done by hand. Load caused by wind, snow and horizontal forces of traffic is passed by.
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Prestreesed concrete slab
Benčíková, Mária ; Kalenda, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with the design of a reinforced concrete floor structure above the 1st floor of a two-storey pavilion of a spa complex. It is a point-supported slab with the use of prestress. The design is converted with respect to the required fire resistance of structures. The analysis of internal forces is performed by manual calculation using the method of spare frames and using the computational software RFEM 5.23, which uses the finite element method. The design is made according to the group of standards ČSN EN.
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Reinfoced concrete slab bridge
Liška, Jaroslav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The thesis is mainly concerned with a project (plan) of new reinforced concrete bridge about one span over the river. The function of bridge is crossing the 2nd class road, category S 7,5/50 and also crossing a footpath. In the work was considered three methods for the design of reinforced concrete bridge. The most convenient option was chosen and described in full detail. Selected model of superstructure was designed as trapezoidal slab with full section in span 11,350 m. Calculation of internal forces were conducted by software Scia Engineer 17.1 and compared with manuall computation. The superstructure of the bridge considers both ultimate and serviceability limit state. Dimension and assesment of the framework is made by Eurocodes.
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Design of a one-span railway bridge
Tomisová, Gabriela ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The topic of this thesis is a design of an one-span bridge over a river, a bicycle path and a route for pedestrians. The construction of prestressed beam bridge with one field with lower bridge deck is preferred out of all developed options. The construction is designed and assessed to the ultimate limit state and the serviceability limit state according to actual EN standards.
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Reconstruction of the bridge 44-016
Škarda, Jan ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The purpose of this thesis is the project of the bridge reconstruction nb. 44 - 06 in Zabreh. It is performed the project of the new bridge which should replace current construction. The current construction is not suitable from technical aspects. The project is solved as a prestressed trapezodial slab with 20 m span. The design was judged by the ultimate limit states and usability.
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RC load-bearing structure design of car park
Kudrna, Jan ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The diploma thesis deals with the design and assessment of reinforced concrete structure supporting two-storey building of the underground garage for cars. In the space above the garage is designed open area with public space. The project was designed especially outer water-impermeable construction method white bath and a base plate and a perimeter wall. The structure was designed as a comprehensive model. Computing analyzed by finite element method. All selected elements were assessed at the ultimate limit state and limit state, namely to limit state of cracking load and forced stress.
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Court multi-storey outbuilding university space
Rochová, Lucie ; Koláček, Jan (referee) ; Perla, Jan (advisor)
The topic of the diploma thesis is the design of monolithic concrete structure CERIT in Brno. There are designed three preliminary variants of the concrete structure for the problematic place in the building. Selected variant is developed in detail design (the concrete wall). The solution comprises statical analysis, text section and drawing documentation.
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Pedestrian bridge across the river Dyje
Uher, Lukáš ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
This bachelor thesis aims to design a structure of pedestrian bridge over the river Dyje. Therefore, three outlines of bridging were drafted. The main propose of this thesis is to make a static analysis of a respective outline, which is the structure of a steel arch supporting a prestressed concrete deck. The calculations were made using the Scia Engineer software and the evaluation is done in MS Excel. The design is drafted in accordance with ČSN EN 1992. This thesis, however, does not deal with the time dependent analysis.
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Design of a one-span beam bridge
Skořepová, Eliška ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The bachelor thesis deals with the design of the road bridge. Of the three possible variants, a variant with two girders connected by a deck plate is selected. Calculations were performed manually and controlled with Scia Engineer 18.1. The results were compared. The structure is judged by Eurocodes.
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