The work is treated as a steel construction multi-storey buildings in the county library Havlickuv Brod. At design requirements were respected in shape and layout of the building. The complex consists of three parts - two, four and five floors. The overall footprint is about 85 x 32 m. The proposal is designed as a composite steel and concrete slab. Pent roof construction is inclined 5 degrees. Anchors are designed as joint. Horizontal forces on the design of frames are transmitted in both directions.

Object of this master´s thesis is design of supporting steel structure for museum. Ground plan of building is T letter shape. The longest ground plan dimension is 60m. Height of partial sections is different. Maximum height is 12,2m. All sections of construction consist of similar structure system. Construction of roof consists of arched girders. Purlines are embedded on girders. Girders are held by columns. Stability of the structure is provided under system of bracing. The structure is designed for the locality of Brno.

The aim of the master’s thesis is design and assessment of multipurpose sport hall structure. located in Moravské Budějovice. The hall has rectangular ground plan and it is 40 m wide and 48 long. The proposal is developed in four variants according to ČSN EN. Structure is composed of rolling sections and tubes. The main bearing components are arched trusses. In both gable walls are designed steel truss columns. Structure has been accomplished by Scia Engineer 14 and hand computation

This thesis deals with the design and assessment of the load-bearing structure of the lookout tower. The tower is 37.45 m high with the layout in the shape of a regular octagon. The object is located within the city of Zlín. The project is provisionally drawn in two variants. Hand-static calculation, drawings and engineering report is processed only for one variant. The variants differ in the structure of staircase. The thesis is drawn up pursuant to the standards of ČSN EN.

This master´s thesis is deal with desing of steel structure of exhibition gallery. According to the task have been design of new structures in accordance with applicable standards. The desing of building came frome several studies.

The objective of the diploma thesis is a design and a check of load-carrying steel structure of a shopping gallery. The project is designed in two options. The building is located in Vsetin. The total ground plan‘s dimensions are 51x54 metres. The height of the building in the highest point is 17 metres.The whole building is divided into two parts - entrance hall and free-storey building. For selected option the calculation of joints and column anchorage is performed as well as the design documentation.

The contents of this graduation thesis is design and assessment of the load-bearing structure of the observation tower situated between the village of Horni Lhota and Provodov. The construction was designed as a steel structure in two variants. Type A is cuboid shape with a side lenght ground plan 6,8 m and height of 37,7 m. Type B is an hourglass shape with a height of 39 m. Ground plan is a regular octagon shape with variable diameter. Detailed static calculation and drawing documentation was processed only for option B.

Diploma thesis describes the design and assessment of roof structure that covers entrance of the shopping center. Structure has an irregular floor plan and roof height is 16.5 m. The material of the structure is steel S355. The construction is located in Hradec Kralove. Two options were processed that were designed and evaluated according to applicable standards. The work also includes the design of anchoring and selected joints.

Der Turmhelm der 1903 geweihten Lukaskirche zu Dresden ist im 2. Weltkrieg zerstört worden. Es handelte sich um eine kupfergedeckte Stahlkonstruktion auf vier gemauerten Giebeln. Die Luftangriffe auf Dresden im Februar 1945 haben den schlanken gen Himmel strebenden Turmhelm nahezu völlig vernichtet. Nur durch eine Notüberdachung geschützt steht der Turm bis heute da. Aus Anlass des 100jährigen Bestehens der Lukaskirche sollte die Wiederherstellung des Turmhelmes in Angriff genommen werden. Ziel ist eine postkartengleiche Wiederherstellung der äußeren Form. Zur Realisierung des Vorhabens hat sich ein Förderverein gegründet. Die Arbeit befasst sich mit einem Wiederaufbaukonzept für den kriegszerstörten Turmhelm. Da die ursprünglichen Bauunterlagen im Krieg leider verloren gegangen waren, musste die ursprüngliche Form des Turmhelms recherchiert und rekonstruiert werden. Hierzu war eine umfangreiche Suche in diversen Archiven und eine photogrammetrische Auswertung der gefundenen Aufnahmen notwendig. Auf Basis dieser Daten wird die äußere Form definiert und eine zeitgerechte Stahlkonstruktion als Tragkonstruktion für den postkartengleichen Wiederaufbau vorgeschlagen. Ein transportoptimiertes Montagekonzept wird ebenfalls vorgestellt. 2012 überarbeitete Fassung der 2001 entstandenen Diplomarbeit von Regine Ortlepp (geb. Beyer)

Object of this master´s thesis is the design of a hangar. Ground plan dimensions are 30x60m. Vertical cleareance is 11m, overall height is 15.3m. The structure is designed for the lokality of Ostrava. The structure is held by 60m long pipe tube truss of triangular shape. The main girdle is a tube 356x20mm. The truss girder is embedded on both sides on columns composed from HEB 300. There are trusses attached to this main girder each 6m