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The block of flats with trade gallery
Vyskočil, Jakub ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
Content of the Diploma thesis is the design documentation a block of flats with trade gallery in Tábor. The design documentation and annexes of diploma thesis are elaborated according to present valid laws, goverment´s restrictions and standards. This object is located on plot no. 1457/33 and 1457/1 cadastre unit Tábor. The building is situated in area designated to housing development. Next to the land are there public infrastructure. The apartment building is divided into 20 flats including one accessible flat and café for 60 customers and max 5 employees. Flats are located from second floor except accessible flat, which is in grounfloor. In grounfloor is common storage area and utility room. Building has four (above-ground) floor. Object is dimensioned 31,7 x 25,2 m and high 13,6 m.The object is builded on finished grade. Load-bearing structural systém is from hollow bricks. Building has flat roof and whole object is thermal insulated.
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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.
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Reinforced concrete slab supported on columns
Horský, Jan ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is aimed at calculating internal forces and assessing the reinforced concrete point-supported slab of the 1st floor of the department store. The moment coefficient method and the software method of the finite element method in the SCIA Engineer were selected for the calculation. The thesis also includes the design and assessment of the column and the foundation pad.
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Fire station
Wrana, Lukáš ; Šteffek, Libor (referee) ; Ostrý, Milan (advisor)
The subject of this thesis is to create a project documentation of the design of new construction of fire station in Šumperk. The fire station is designed according to ČSN 73 5710 as a C type station that will be used by professional fire brigade of Olomouc district. The object is structurally divided into two parts - a masonry building, and a reinforced concrete frame. The administrative part of the building together with the base of the fire brigade, technical room, and a fire tower are designed as a masonry building made of Ytong cellular concrete units. One of the parts is designed as a two-level object, while the technical room and the fire tower are designed as a sigle-level object. The circumferential masonry is insulated by contact thermal insulation system. The floor construction is made of Spiroll prestressed floor slabs. The roof is designed as a warm flat roof. The garage is a single-level building with built-in structure of storerooms in part of the garage. The precast reinforced concrete frame is set on foundation pads and foundation sills. The horizontal and vertical supporting structure consists of reinforced concrete parts – columns, Spiroll floor slabs, floor girders, sway frames, purlins and small purlins. The whole object is covered by a warm flat roof. The external cladding consists of PUR isolating sanwich panels.
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Reinforced concrete load-bearing construction
Ilčík, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.
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Reinforced concrete slab supported on columns
Kolibáč, Radim ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is focused on the design and assessment of a reinforced concrete point-supported monolithic ceiling slab on the 1st floor. The thesis also includes the design and assessment of the column, foundation pad and prefabricated stairs. The calculation of internal forces was performed by the moment coefficient method and software calculation using the finite element method in the SCIA Engineer. The ceiling slab was assessed for ultimate and serviceability limit state. The Bachelor thesis also contains reinforcement drawings. All structures were designed according to the valid standard ČSN EN 1992-1-1
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Reinforced concrete structure warehouse
Vašina, Michal ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
Bachelor´s thesis deals with structural design and assessment of most loaded parts of cast-in-place concrete frame warehouse structure. Selected parts of structure are floor structures above first storey, more precisely joist slab and primary beam, which is part of inner main frame, also inner column and foundation pad under the designed column. Structural analysis was provided by computational software IDEA StatiCa, eventual results check is done by simplified hand calculation. Last part of thesis is formwork drawing designed parts of structure and reinforcement drawing of selected elements. The structure was assessed according to the ultimate limit states (ULS) and seviceability limit states (SLS). Assessment was provided according to valid standards.
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Design of the supporting structure of the gym
Červená, Adéla ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
This master's thesis is focused on a static solution of the load-bearing structure of the gym. The main element is a prestressed roof girder. The calculation of internal forces is done manually and using SCIA Engineer software. Reinforcement is designed according to the magnitude of the internal forces. The individual elements of the gym are assessed for the ultimate limit state and the serviceability limit state. Parts of the thesis are drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
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Reinforced concrete slab supported on columns
Kolibáč, Radim ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is focused on the design and assessment of a reinforced concrete point-supported monolithic ceiling slab on the 1st floor. The thesis also includes the design and assessment of the column, foundation pad and prefabricated stairs. The calculation of internal forces was performed by the moment coefficient method and software calculation using the finite element method in the SCIA Engineer. The ceiling slab was assessed for ultimate and serviceability limit state. The Bachelor thesis also contains reinforcement drawings. All structures were designed according to the valid standard ČSN EN 1992-1-1
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Reinforced concrete slab supported on columns
Hadamíková, Karolína ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on design and assessment point-supported slab on the lowest level of fourth-level storage to ultimate and serviceability limit state. Design of slab was created in software SCIA Engineer and followed by checking if it is right by manual calculation. This thesis contains a static calculation and technical drawings of typical column, foundation pad. At the end of structural assessment was calculated prefabricated staircase. All structures were proceeded according to the valid standard ČSN EN 1992-1-1.
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