This thesis deals with influence on structure changes of panel building. It is about type B70/R, to which was collected necessary design documentation. Static analysis is performed by ANSYS software. 29 models was created to focus on stress and displacements. Verification of selected wall according to Eurocode is also included.

The thesis is focused on the overview of the diagnostic methods for engineering surveys reinforced concrete constructions. The practical part explains engineering surveys of industrial building, evaluation of concrete strength on existing building and results from search reinforcements on individual elements. Next part is focused on load testing precast floor slab removed from construction and evaluation load capacity. The last part include structural design of elected parts (precast floor slab and beam).

The aim of my diplom thesis is a project of a boarding house with a restaurant. The project is created in form of project documentation including all problems and related issues. The building is situated in Bystřice pod Hostýnem. The building is without cellar with three above-ground floors and it is built from brick system POROTHERM and prestressed concrete floor slab SPIROLL. The construction has warm flat roof. Concerning house-building plot, terrain is flat without any inclination. This project is primarily focused on functional, disposal and architectural aspects of building.

The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.

The project involves the design and solution of restaurant with microbrewery and accommodations. This is a new building on the land plot no. 2739, which is located in Golčův Jeníkov and situated in the middle of plat. Entrance to object and disposition inside the building is has barrier-free solution. Restaurant with microbrewery is designed for a capacity of 120 people in restaurant and 30 places to sit in lounge bar. Total capacity of boarding house is 21 beds. One double room is designed has barrier-free solution. Structural system of restaurant with microbrewery is combined, which is formed in one part of precast concrete frame S 1.2 and in other part of wall structural system. They are designed reinforced concrete columns about dimensions 0,4x0,4 m with axial distance 6x8 m. Masonry part of the building and infill wall in above-ground floors is lined with ceramic blocks of the type therm. Infill wall in the basement is formed of permanent formwork. The building is insulated a contact thermal insulation with an insulation of thickness 130 mm. Internal loadbearing and non-load-bearing wall in basement and in first floor are lined with ceramic blocks type therm and in second floor they are designed plasterboard partitions. The building is covered with a warm flat roof. Loadbearing structure of roof and ceilings structure are formed prestressed concrete floor slabs SPIROLL. Floor assembly is burdened with river stones of thickness 120 mm.

Purpose: In 2016, the construction industry produced 21% of Sweden's total carbon dioxide emissions. To reduce these emissions, an alternative is to choose building components from an environmental perspective. At the same time, the client of the building wants to keep the costs of production down. An multi criteria analysis is a tool for weighing different aspects against each other. In this report environmental aspects and the economic aspects of three different slabs will be compared and analyzed to facilitate the choice of slabs. The slabs that have been analyzed are solid concrete slabs, filigree floor slabs and composite slabs of wood and concrete. Method: The report is based on a reference project of an office building with a span of 6 m and an area of 1000 m2 located in Jönköping. This information is used for calculating requirements and transport. To obtain the desired results, an Life Cycle Assessment and a cost analysis have been performed along with a document analysis as well as contact with suppliers of the slabs. The results from the Life Cycle Assessment and the cost analysis were then used to perform an multi criteria analysis where the various aspects were weighed together. Interviews were conducted to strengthen the weighing in multi criteria analysis and to find out how the choice of beams currently applies to the company PEAB. Findings: The results from the document analysis show that filigree floor slabs are the most advantageous when it comes to finances and that wood and concrete slabs are most advantageous from an environmental point of view. In the analysis of the empirical data collected from the interviews, it is shown that the financial aspect is more important and should be weighted higher than the environmental aspect in the multicriteria analysis. Multi criteria analysis shows that filigree floor is the most advantageous in both economy and environment. During the planning and in the choice of flooring, finances are one of the most important aspects, but also the working environment and the ease of installation. Implications: The conclusion of this report is that the filigree floor slabs are the most advantageous choice of floor slabs in terms of both economic and environmental aspects. This flooring is also shown to be the flooring that is often chosen for buildings similar to the work's reference project. This result is considered to be general for similar constructions as the reference project. Limitations: The work only considers the Life Cycle Assessment category Climate impact and greenhouse gases and considers only the period of cradle to gate (A1-A4). The costs that are calculated are for the purchase of flooring and materials, installation and transport / Syfte: Byggbranschen producerade år 2016 21% av Sveriges totala koldioxidutsläpp. För att minska dessa utsläpp är ett alternativ att välja byggdelar utifrån miljöperspektiv. Samtidigt vill byggherren hålla ner kostnaderna för produktionen. En multikriterieanalys är ett verktyg för att väga olika aspekter mot varandra. I detta arbete kommer miljöaspekter och de ekonomiska aspekterna för tre olika bjälklag att jämföras och analyseras för att underlätta vid val av bjälklag. Bjälklagen som analyserats är massivt betongbjälklag, plattbärlag samt samverkansbjälklag utav trä och betong. Metod: Arbetet utgår ifrån ett referensprojekt om en kontorsbyggnad med en spännvidd på 6 m och en yta på 1000 m2 beläget i Jönköping. Dessa uppgifter används för beräkning av krav samt transport. För att få fram de resultat som önskas har en livscykelanalys och en kostnadsanalys utförts utefter en dokumentanalys samt kontakt med leverantörer av bjälklagen. Resultatet ifrån livscykelanalysen och kostnadsanalysen användes sedan för att utföra en multikriterieanalys där de olika aspekterna vägdes samman. Intervjuer utfördes för att stärka vägningen i multikriterieanalysen samt för att få reda på hur valet av bjälklag går till för nuvarande på företaget PEAB. Resultat: Resultatet från dokumentanalysen visar att plattbärlag är det mest fördelaktiga när det gäller ekonomi och att samverkansbjälklag av trä och betong är mest fördelaktigt ur miljösynpunkt. I analysen av den insamlade empirin från intervjuerna visas det att ekonomiaspekten är viktigare och borde viktas högre än miljöaspekten i multikriterieanalysen. Multikriterieanalysen visar på att plattbärlag är det bjälklag som är mest fördelaktigt inom både ekonomi och miljö. Under projekteringen och i valet av bjälklag är ekonomi en av de viktigaste aspekterna men även arbetsmiljön och lättheten att montera. Konsekvenser: Slutsatsen av detta arbete är att plattbärlaget är det mest fördelaktiga valet av bjälklag med tanke på både ekonomi- och miljöaspekter. Detta bjälklag visas också vara det bjälklag som ofta väljs för byggnader liknande arbetets referensprojekt. Detta resultat anses vara generellt för liknande konstruktion som referensprojektet. Begränsningar: Arbetet tar enbart hänsyn till livscykelanalyskategorin Klimatpåverkan och växthusgaser och avser enbart vagga till grind (A1-A4). De kostnader som beräknas är för inköp av bjälklag och material, montering samt transport.

This diploma thesis deals with the design of an office building and the processing of project documentation for the construction. The office building is located in the Židenice in Brno, next to the Brno Židenice train station. This is a detached partly basement four-storey building with a flat roof. The underground floor serves primarily as a collective garage for 25 vehicles including parking spaces in the local stacking system. On the ground floor of the building there are three rentable spaces for retail with storage facilities and sanitary facilities for employees. The other of the building is used for administrative purposes. On the second above ground floor there are cell offices, on the third and fourth floors above ground the office spaces are rather as a open space. The construction system of the building is frameral with infill masonry made of ceramic fittings, the foundations are made of reinforced concrete slab and walls made of waterproof concrete. The foundations under the non-basement part are made of reinforced concrete foundation footing. Next to the office building, there are also eight parking spaces for shop visitors.

The subject of this diploma thesis is the project documentation of the new building - pension U Odry in Přerov-Kozlovice. Accommodation capacity is 36 people. In the pension there is also restaurant. The building is designed as a three-storey. On the first floor there are rooms for guests entering the accommodation facility, facilities for accommodation, technical facilities of the building and the restaurant, including premises for its operation. There are guest rooms on the second and third floors. The bases are made up of strip foundations. The external loadbearing mansards and partitions are made of YTONG lightweight concrete blocks. The internal loadbearing masonry is made of SILKA lime-sand blocks. The ceiling structure is designed from SPIROLL prestressed concrete floor slab. The roofing of the building is solved using flat vegetation roofs.

The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.

This diploma thesis focuses on the design of a new kindergarten building located on a slightly sloping plot in Dubňany, South Moravia. Functionally it is possible to divide the kindergarten into three parts - administration, education and technical facilities. There are two classes, each for 24 for children, a separate common room and a pottery class. The total capacity of the kindergarten is 48 children. It is designed as a single-storey building with a green flat roof and without a basement. It is based on concrete foundation strips. Loadbearing mansory is made of sand-lime blocks, partitions are made of sand-lime blocks and aerated concrete blocks, ceiling is made of prestressed hollow core slabs. The walls are insulated with a combination of contact thermal insulation system and ventilated facade with facade cladding of fibre-cement board and timber cladding. Atypical round windows were use as a fun detail for the both classrooms and the common room.