National Repository of Grey Literature 31 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Design of the RC slabs of the flat house
Reinoha, David ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The topic of the bachelor thesis is a new two-storey production building with an administrative part on the second floor and a production space on the ground floor The bachelor thesis deals with the static assessment of selected main bearing elements of the whole building in details for building permit. The main vertical supporting structure here is peripheral ceramic masonry, which is bounded by iron-concrete wreaths at the level of each of the two floors. The building is roofed with wooden nailed roof trusses placed on an in to wall-anchored wooden beam. The main supporting horizontal structure forming the ceiling between the first and second above-ground floors is made up of prefabricated Spiroll ceiling panels, which are placed on the stiffening wreath 1NP. The foundation structures are made of a monolithic concrete waist and consequently of a prefabricated lost formwork.
Design of reinforced concrete slabs
Pavličko, Jakub ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The aim of this thesis is to design selected vertical and horizontal structures of a multi-storey office building. The skeleton frame consists of a perimeter masonry system, a pair of reinforced concrete columns and a pair of girders on the first floor. There is only supporting perimeter masonry and an outer column on the second floor. The designs of a column, a girder, a staircase, a plinth and a reinforced concrete ceiling slab on the lowest floor were chosen for this thesis. On the second floor, it was the design of a prestressed reinforced concrete beam ceiling.
Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
Reconstrukction of family house
Brhel, Jiří ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete ceiling structures of the extension house over pool. An assessment is made of the ultimate limit states and serviceability limit states by a simplified method.
Concrete slab of a residential building
Benčíková, Mária ; Požár, Michal (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the design of the floor structure of a multi-storey apartment building on the floor with masonry walls. Particular emphasis is placed on the interruption of the thermal bridges at the balcony boards and the reduction of the impact sound propagation from the staircase to the surrounding structures. Verified deformation of the structure due to the integrity of the discharged ceramic partitions. RFEM 5.18 computational software is used to model the structure and solution of internal forces. Calculations are made according to ČSN EN 1992-1-1 and ČSN 73 1201.
Concrete flat slab supported by columns
Turek, Jan ; Požár, Michal (referee) ; Perla, Jan (advisor)
This bachelor thesis deals with design of concrete flat slab of hospital building. The slab above the ground floor was designed. Internal forces were analysed with RFEM software based on finite entity method. Results were proved by the Direct Design Method and Equivalent Frame Method. The structural assessment was performed according to ultimate and serviceability limit states.
Prefabricated reinforced concrete hall with crane track
Velecký, Tomáš ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
This bachelor thesis is focused on static solution of prefabricated reinforced concrete hall with crane runway. Specifically, the cross-section of the hall, which consists of rectangular columns and a T-profile reinforced concrete truss, is solved here. The load on the structure is transmitted to the subsoil by calyx-reinforced concrete pavements. The bachelor thesis deals with the design and assessment of individual structural elements. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the bachelor thesis are drawn drawings of the assembly of parts, shapes and reinforcement of individual parts.
Design of reinforced concrete structurs of shopping center
Podepřel, Petr ; Šulák, Pavel (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design of the locally underpinned, monolithic, reinforced concrete ceiling plate of the lowest floor of a multi-storey shopping centre, with the design of a typical column on the same floor as well as with the column foot under that column. Furthermore, the solution of the assembled staircase has been made. The design of the ceiling plate is done by using the Scia Engineer programme and the check is done by manual calculation using the sum moments method. The design of the column, column foot and the staircase is done by manual calculation. The design was proceeded according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is the static design of the ceiling plate reinforcement, the column, the column foot, the assembled staircase and the drawing documentation.
Rebuilding a Family House
Prekopová, Pavlína ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the reconstruction of the family house. The main aim of my thesis is assessment of the existing floor slab and designing of reinforcement due to lack of static part of design documentation. Internal forces on the slab are obtained by using finite element method on which the slab is designed. Due to superstructure of one extra floor above original structure it is necessary to make the hole for the staircase into the existing ceiling construction and demolition of loadbearing wall for disposition improvement. Intervention into the original construction has the effect of redistribution internal forces. At this case additional reinforcement of floor slab is necessary. For additional floor slab are selected and designed CFRP carbon straps. Rotate rib is being prepared instead of original demolished loadbearing wall which will be connect with original floor slab by using of stirrups. All calculations were performed in accordance with valid standard.
Design of the point supported slab of the house in Olomouc
Velešík, Marek ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis is focused on the design of the point supported reinforced concrete slab of the apartment building on Litovelská street in Olomouc. The slab is situated above the ground floor. Static calculations are based on internal forces of the computational model created in software SCIA Engineer 17.01. The correctness of computational model was verified by the method of summary bending moments. The main focus of the thesis was design procedures and assessments of point supported slab according to Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings (ČSN EN 1992-1-1). The control of the design of reinforcement was performed in software SCIA Engineer 17.01.

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