In this master’s thesis I study statical solution of new office building. The load – bearing elements are appraised according to ultimate limit state. Structural analysis contains of dimensioning ceiling plate with ribs, the most stressed support column and footing. There will be applied computer simulation to finding out values of internal forces. The solution is checked by simple method of replacement frames. The main purpose of this thesis consists of elaboration structural analysis, drawing up the technical report and creation design documents of load – bearing elements.

In this thesis is solved by building technological project of an office building in Zlin Januška Compressors - Lukov focusing on selected technological stage. Namely, the implementation of large wooden roof trusses and performing thermal insulation composite system. For these technological steps are processing all documents that are necessary for their implementation. It's technical report on construction technology project, time and financial plan of the building, study the implementation of major technological stages of the main building structure, design of the main building mechanisms, the project site equipment with appropriate drawings and calculations of the costs of site, technical regulations implementing the activities related to monitoring and test plans.

The aim of this master´s thesis was design and analysis of a steel supporting structure of a building for business and administration purposes in Ostrava. It includes an assessment of the main load-bearing construction elements and the selected connections. The thesis also contains the design documentation of the building and compares two different variants of the steel construction design.

The subject of my thesis is a comparison of selected methods of measurement suitable for land in the Znojmo area, assess the appropriateness of valuation methods in comparison with the cost of actually realized by sale, devise a procedure for pricing and evaluating the most common method of valuation of land in the selected location. For this work I chose the land, the sale was conducted last year by one of Znojmo Realtors.

Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.

The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).

The diploma thesis deals with the issue of the building technology project of the structural work of industrial building belonging to CECHO company in Polnička. The industrial building consists of two building objects, shop floor and office building. The main aim of the thesis is to focus on the time and financial management of the construction, schedule, site equipment management including time schedule of establishment and removal of temporary site equipment objects and their rental costs, transport routes planning, proposal of main building equipment, oversized transport and technological regulations including inspection and test plans of quality. Last but not least, the thesis is also aimed at the itemized budget.

Subject of this final thesis is to develop project documents of a new mixed-use building in Havířov. The building has three floors and basement car park. On the first floor there is a café and shops. On the second and third floor there are office spaces. Structural sytem of building is cast-in-place concrete frame. Exterior building envelope is made of sand-lime bricks with ventilated facade with thermal insulation of mineral wool insulation. The roof of the building is designed as a non-walkable warm flat roof.

This master's thesis deals with project documentation of an office building with commercial premises, cafe, and canteen. The building is located in Žďár nad Sázavou, on plot 2197. The access road is from the north side. The building has 6 floors above ground and 2 underground floors. The building is designed as monolithic reinforced concrete frame with shear core. Basement consists of monolithic reinforced concrete walls. Whole building is based on reinforced concrete slab, which is supported by a system of piles. The external wall is designed from clay blocks. The facade is ventilated.

This diploma thesis deals with design of office building with warehouse. The buildings are situated on slightly sloping terrain in cadastre unit of Sudoměřice u Tábora. Both buildings have rectangular shape and are connected with two sides. The Alemat s.r.o. company is internet shop, predominately with electronics. In the office building is also showroom where are some products will be shown. The warehouse will serve for receipt and issue of goods and to store them. The perimeter walls of office building is designed from ceramic block thickness of 250mm, for example Heluz Family 25. The walls will be insulated with 200mm of expanded polystyrene. The foundation construction is designed as foundation strips from plain concrete and permanent formwork brick filled with concrete and reinforced with steel. The ceiling construction is designed as prestressed panels thickness of 250mm. The roof is flat with main hydro isolation made of plasticized PVC foil loaded with pea gravel. The main construction of warehouse will be made of steel frames. The exterior skin of the warehouse will form panels Kingspan thickness of 140mm. The foundation construction is designed as monolithic foundation pads. Between the pads will be monolith grade beams. The roof is designed also from Kingspan panels. To the panel will be mechanically fastened plasticized PVC foil. Roof drainage is designed to rain gutters.