National Repository of Grey Literature 114 records found  previous11 - 20nextend  jump to record: Search took 0.00 seconds. 
Design and analysis of reinforced concrete frame structure
Brázdil, Jakub ; Požár, Michal (referee) ; Šulák, Pavel (advisor)
Bachelor´s thesis deals with a design and static analysis of reinforced concrete frame structure. is to design and assess the elements of structure ordinary frame, specifically frame rung, column and reinforced concrete base. The assessment is carried out according to the ČSN EN 1992-1-1.
Reinforced concrete structure of a multifunction building
Borovec, Michael ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with the construction of a multifunctional building on four floors and one basement. In the basement will be located the warehouses, on the ground floor will be located offices and on the second, third and fourth floor will be located flats. The ceiling slab of the firts floor, staircase and column is designed. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. Program SCIA Engineer 19.1 is used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of the slab, staircase and column reinforcement. The bulding is designed according to ČSN EN 1992-1 1.
Reinforced concrete structure
Bartoška, Ondřej ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor's thesis deals with the construction of a two-storey detached reinforced concrete house. 3 parts of the house, a two way slab, stairs and columns will be designed. ARCHICAD 22 program was used to design a detached house, and the SCIA 19.1 program for the model and subsequent calculation of internal forces. The work includes drawings of the reinforcement of the slab, staircase and column made in the program AutoCAD 2019. A simplified 2D model was created to verify the accuracy of the 3D model. The building is designed according to ČSN EN.
Monolithic multi-storey concrete frame structure
Luža, Radim ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The subject of this diploma thesis is a static solution of selected load-bearing structures of a polyfunctional building. The structures are designed according with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for building construction
Precast concrete frame construction
Košík, Ondřej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of internal forces. The results are compared using a simplified method. The design and structural assessment are made according to valide standards. The designed construction complies with the limit state of ultimate and serviceability.
Load-bearing concrete structure of the residential building
Hejl, Zbyněk ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
Reinforced concrete structure of the cooling tower
Vostal, Lukáš ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The content of the bachelor thesis is structural analysis of cooling tower fundamental construction. Modeling of the computational model and the calculation of internal forces of cooling tower fundamental construction in Scia Engineer. The reinforced concrete parts of the structure are assessed at the ultimate limit state and the subsoil is assessed at serviceability limit state. Part of the thesis is also the desing of the reinforcement of the foundation structure and processing of the drawings.
Multifunctional object - analysis of substructures of the structure
Pelouch, Adam ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
This Bachelor thesis deals with design and evaluation local supported ceiling slab made from reinforcement concrete of polyfunctional building. The ceiling slab of the second floor was designing. Internal forces were analysed in RFEM software based on finite entity method with check of usability results by equivalent frame method. Structure was verified according to ultimate and serviceability limit states. Then the comparation of results of direct design method and finite entity method on simple slab 5X5 span.
Ceiling concrete slab over the tank of sewage treatment plant
Laurinyeczová, Erika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The work deals with the analysis of a multi-field reinforced concrete slab, which is located above the chambers of a wastewater treatment plant. The slab is reinforced by a pair of mutually perpendicular ribs. The ribs are located under the support walls of the object, which is located above the slab. The aim of this work is to design and assess the slab for ultimate and serviceability limit state. The internal forces were determined on a spatial model of the joist slab using SCIA Engineer. At the same time, there was a manual calculation performed. Due to the asymmetric geometry of the slab, a comparison of the results and an assessment of the suitability or unsuitability of a simplified manual calculation for such a type of construction was performed.
Reinforced concrete structure
Kučerková, Kristýna ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
The bachelor thesis deals with the construction of a multifunctional building on three floors, where shops will be located on the ground floor and offices are designed on the second and third floors. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. To calculate the internal forces used Scia Engineer 1.18. To verify the accuracy of the results was used manual calculation. In the work is solved board on first floor and inner column. The work includes drawings of the slab and column reinforcement. The building is designed according to ČSN EN.

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