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Design of concrete pedestrian bridge
Hlaváček, Matěj ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The aim of the thesis is to design a footbridge at the specified location. There have been developed three variants of bridge, which one was selected for detailed design and check. Construction of the footbridge is designed like a frame with fixed foundation piles and hinge attached at the point of connection to the foundation piles. For the calculation of load effects was used Scia Engineer, for the assessment was using MS Excel and manual calculations and drawings drawing in AutoCAD. In this work is done preload design, short- and long-term losses, ultimate and serviceability limit state and reinforcement drawings.
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Design of the Underground of the Flat House
Pfeffer, Lukáš ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
This thesis presents design and assessment of reinforced concrete structure of the basement in a residential house according to both ultimate limit state and servicebility limit state given by standard ČSN EN 1992-1-1. The thesis specifically analyses floor slab with beams, the most loaded column and part of outer wall. Internal forces were provided by software SCIA Engineer and the plans were drawn in software ALLPLAN and –isb cad-.
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Design and review of RC structure.
Hečková, Beata ; Seiter, Roman (referee) ; Šimůnek, Petr (advisor)
This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.
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Static analysis of acoustic enclosure
Hándlová, Barbora ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The subject of this Bachelor’s thesis is a structural analysis of acoustic enclosure, which is located above production facilities. The enclosure is assembled of elements with a load-bearing skeleton made of steel. It is possible to dismount the enclosure in parts. Computational software RFEM was chosen to model the 3D structure. The aim of this thesis is an assessment of ultimate and serviceability limit state of some selected elements. Some of the results obtained from the RFEM program are verified by hand-done calculation.
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Reconstruction of the bridge in the town Ledeč nad Sázavou
Lidmila, Ladislav ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
Diploma thesis deals with reconstruction of old beam bridge in town Ledeč nad Sázavou. Three variants of reconsttruction were done. Detailed structural design report was done to one of them, streithening with post-tensioning. Calculation of load effect was solved with finite elemet method via software on grillage model. Construction was checked on ultimate limit state and serviceability limit state. Necessary drawings were elaborated to chosen method.
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Reinforced concrete load bearing structure of administration building
Pražan, Jiří ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
This bachelor thesis deals with the static solution of the loadbearing reinforced concrete structure of the administrative three-storey building. Specifically, the most loaded inner column on the ground floor and the point-supported, two way, reinforced concrete floor slab above the ground floor with a circumferential shear beam are solved. The structure is designed and checked for the ultimate limit state according to standard ČSN EN 1992-1-1 ed2, including the Z1 amendment from May 2016.
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The roof structure of the sport hall in Mikulov
Sochorec, Michal ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
Bachelor’s thesis describes design and static assessment of the roof structure of sport hall in Mikulov. Specifically the roofing of the two tennis courts and surrounding stands. Thesis examine several alternatives of design of roof structure like plate girders from glued laminated timber or truss girders made from solid wood. Girders span is 19 m above each tennis court. In the static calculation are assessed individual supporting elements and their connections. The thesis also includes fire resistant report of some elements of roof structure. Static analysis has been accomplished by student version of the SCIA Engineer 14 software.
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The footbridge for pedestrians and cyclists in Loštice
Sochorec, Michal ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The Diploma thesis deals with design and static assessment of timber footbridge structural system for pedestrians and cyclist across the Trebuvka river in Lostice on the site of the existing footbridge. Structural system is designed in two alternatives and assessed according to the current standards. Spans of the bridge are 2x18 m and 1x6 m. The main beams are made of glued laminated timber, other parts of the structure are made of timber and steel elements. First alternative is designed as a simple half-through truss beam, second alternative as continuous beam with variable height where the deck is sitting on top of the girders.
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Reconstruction of the concrete bridge in Raškovice
Muroň, Vlastimil ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The aim of the bachelor thesis was designing reconstruction of old beam bridge in Raškovice. Unfortunately the documentation wasn't preserved, it was necessary to estimate reinforcement according to the standard ČSN 1230-1937, according which the bridge was designed. The structure was reinforced with a new composite plate and post-tensioning. Design procedures and assessments were performed in accordance with ultimate and serviceability limit state according to valid European standards. Calculation was performed in the SCIA Engineer 19.1. program on beam model of one beam. The thesis include necessary drawings.
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Bridge across the river Svitava
Mičánek, Ondřej ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The subject of this bachelor thesis is the design of superstructure of footbridge over the Svitava river. The design is processed by three options. The chosen option is designed as an arch bridge with a lower prestressed bridge deck, suspended on a steel arch. Bridge is designed as perpendicular, simply placed on the outer supports. The lenght of of the superstructure is 46,8 m. and the lenght of the bridging is 44 m. The steel arch is designed as a second stage parabola with a 6 m stiffness. The calculation of load effects was done by SCIA Engineer 2017 software. Design and structural assessment reports are designed according to the valid standards and regulations.
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