The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.

The Long Term Bridge Performance (LTBP) program is an organization within the Federal Highway Administration that inspects, tests, analyzes, and observes, for an extended period of time, a variety of bridge types throughout the United States. Part of the program includes periodic testing of select bridges of a span of 20 years. The Kettle River Bridge located outside of Sandstone, Minnesota was selected for study due to its unique design. The Kettle River Bridge is a historical steel cantilevered deck arched Pratt truss bridge. The bridge was instrumented with 151 strain gauges on various floor and truss members along with eight displacement gauges strategically placed along the truss. All gauges were read simultaneously as the bridge underwent non-destructive live loading. The recorded gauge readings were analyzed to determine bridge behavior and then used in the assistance of calibrating a working finite-element model. After a working model was verified the distribution factors for the interior and exterior floor stringers were determined. By using the controlling distribution factor, a load rating for the bridge was determined for both inventory and operating. The distribution factors and load ratings determined using the working finite-element model were then compared to the AAHSTO LRFD specifications.

The subject of this thesis is the design and assessment of steel sports hall in the town of Krnov. The main structural material is steel S355JR. The ground plan dimensions of the object is 48,0 metres to 36,0 metres, the height of the object is 16,78 metres. There is a sport facilities unit adjusted to the construction . The dimension of such an object is 30,0 metres to 8,0 metres. The support system consists of columns and an arched trussed rafter. The axial distance of cross-links is 8,0 m. The spatial rigidity is ensured by the transverse and longitudinal bracings. The hall is founded on reinforced concrete strip footings. The perimeter and roof cladding consists of sandwich panels. In this work is processed a static calculation of structural elements including connections and drawing documentation.

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

New-building of leisure center. The building contains two stories, without basement. Structural system of building is created by Porotherm and supplemented by reinforced concrete columns. There are large entrance hall, canteen, lecture and exercise rooms in the ground level. Accommodation rooms, private apartment, laundry room and building manager’s apartment are situated in the second level of building. Roofing of the two-storey building is created by arched truss. The single-storey building is roofed by green roof.

The master’s thesis treat of design and appreciation load-bearing steel structure of Motor Show. The object is situated on the lokality Brno. Structure is composed of rolling sections and tubes. Overall height of the structure is 17,395 meters and overall lenght is 32,60 meters. Cross link iscomposed of arched girders panel that are supported on fixed pillars. Theoutside links are composed of panel columns. Load is composed of self weight, additonal imposed load, payload and climate load caused by wind and snow that is reached for given locality.Static rewiew comes out from previous load and it has been accomplished by Scia Engineer 2008 and hand computation.

The subject of my diploma thesis is to design and assess a multipurpose sports hall in the area of Brno-Bystrc. The shape of the hall is rectangular with dimensions 45 m × 48 m. The roof is designed from an arched truss. The height of the construction is 18 m. Part of the thesis is a technical report which contains details of construction, list of used materials, production and maintenance method. The work also includes the static calculation of supporting elements and joints and the graphical documentation. The valid CSN EN technical standards were used for the design and assessment.

The aim of the thesis is to design and appreciation steel load-bearing structure of motor show. The object is situated in Brno. The Structure consist of tubes and rolling sections. The breadth of construction is 36,5m, lenght 42m and height in the heihest point is 13,2m. The structrure is consists of three parts. Show room, offices and workshop. The height of show room is 20m, offices 8,5m and workshop 8m. The show room consist of arched truss girder. The distance of each cross links is 6 m. Structural design were perfomered by Scia Engineer 2017 and hand computation.

Diploma thesis contains a design of steel load-bearing structure of a hangar placed in Brno-Medlánky. The ground dimensions are 40.0×44.0 m, the height of the building is 10.0 m. Two preliminary variants of the design solution were processed; main difference is the shape of the truss girder. Both variants were assessed for a combination of seventeen load cases. The comparison of the variants led to the selection of the final variant, which was assessed in detail. The girder truss in this variant is an arched truss, the height of the truss is 1.5 m, the individual elements are made of square hollow sections. A detailed static calculation was performed including the calculation of joints, drawing documentation and technical report. The main construction material is S235JR steel.

The thesis deals with the design and structural assessment of the swimming pool object in Dobruška. The solved structure has been chosen of the 2 preliminary variants. The dimensions of the rectangular floor plan are 34,10x40,99 m and the height of the ridge is 13,83 m. The structural system consist of two-hinged arched trusses which are connected with solid-web purlins and girts. The spatial rigidity is provided by combination of longitudinal and sway bracings. The cladding comprises of Kalzip roof system and a glass facade.