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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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Ceiling concrete slab in an industrial building
Revayová, Veronika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
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Suspension footbridge over the Bečva River
Kavecký, Jakub ; Zlatuška, Karel (referee) ; Nečas, Radim (advisor)
The theme of this master thesis is the design of a footbridge for pedestrians and cyclists over the river Bečva. A suspended footbridge is selected from three developed bridge variants. The design was analyzed in more detail in the Midas Civil program where the construction timeline was also included. The footbridge was loaded with dead loads, live loads from pedestrians and climatic loads from wind and temperature. For internal forces, the structure was assessed for ultimate and serviceability limit states. The pylon was also considered in the program with 2nd order effects. The model of footbridge was subjected to dynamic analysis. The graphical output of the work consists of overview drawings, reinforcement drawings, detail and phased construction drawing with visualization.
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Design of a prestressed concrete bridge on the road I/38
Valent, Matej ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
The diploma thesis deals with the design of an additionally prestressed and horizontally curved bridge structure on the 1st class road. The bridge is located on the newly emerging southeast bypass near the Czech town of Havlíčkův Brod. Three variants of the main supporting structure were proposed, with the choice being a chambered cross-section with inclined side walls. The total span of the bridge, with a length of 273,0m, was divided into 7 spans. The thesis also includes the design of the construction sequence. An assessment of the ultimate limit state and serviceability was carried out. Visualization and drawing documentation have been prepared for the thesis.
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Design of a slab bridge
Stehlík, Ondrej ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
That aim of this bachelor's thesis is to present a design of a single-span slab bridge. The main framework is constituted of a post-tensioned concrete slab. The bridge carries a road of category S7.5 over the river between two intersections. Overall, three variants have been created. From these variations, a design using a slab with a flat underside was chosen. Construction analysis was performed in Scia Engineer 21.1. The design and review were performed manually.
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Design of reinforced-concrete structures of the selected building
Jokel, Filip ; Zlámalová, Pavlína (referee) ; Kostiha, Vojtěch (advisor)
The bachelor's thesis deals with the design and assessment of the reinforced concrete structure of the selected object in two options for their execution. Part of the work, in the first option, is the design of a full reinforced concrete slab. The second possibility of the design of the structure is a slab, which is divided in half of the span by a T-section beam, which is supported by a column in the middle of its span. Creation of the model and analysis of internal forces is solved by the SCIA Engineer calculation program. The correctness of the model and results is verified by manual calculation. Part of the bachelor's work is also the drawing documentation of the solved elements.
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Design of reinforced concrete floor structure
Velič, Marek ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The bachelor thesis focuses on two construction designs on the 3rd floor. The first design is made of pre-stressed panels of SPIROLL type. The second design consists of a reinforced concrete continuous slab design with two bays, a beam, and a column. The internal forces for the design were obtained using SCIA Engineer. These internal forces were checked by hand calculation using the method of three-moment equations. Drawings for the above structures are included in the thesis. The design and assessment of the structures have been carried out as per the applicable standards.
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Pedestrian bridge in Čáslav over the road I/38
Gaidos, Daniel ; Daněk, Stanislav (referee) ; Koláček, Jan (advisor)
The subject matter of this master thesis is the design of a footbridge for cyclists on the outskirts of the city of Čáslav over the first-class road I/38 at the stationing km 105,960. The road in the considered design is located in a deep cut, the depth of the cut exceeds 9.0 m. Three studies were carried out, from which the strut frame bridge was considered to be optimal, and it was further analysed. The design and assessment of load-bearing structure was evaluated according to valid standards The main goal was to comply with ultimate and serviceability limit state. The calculation model was created in SCIA Engineer 21.1 software. Assessment of the cross-section and dimensioning is carried out manually.
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The load bearing structure of multi-storey reinforced concrete builidng
Burda, Patrik ; Švaříčková, Ivana (referee) ; Šimůnek, Petr (advisor)
The diploma thesis is focused on design on loadbearing reinforced concrete structure of multi-storey apartment building with shops and offices on the ground floor and underground garage. The thesis consists of the analysis and design of ceiling slabs above underground floor, supporting columns and the beam under the underground floor ceiling slab. Calculation 3D model was created to determine internal forces. All structures are designed according to EC2, ČSN EN 1992-1-1. The thesis includes elaboration of static calculation, shape drawings, drawings of reinforcement of solved structures. The rest of the project part are not analysed.
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