My diploma theisis is focused on design and assessment of structural systém of industrial building in tended for livestock farming. The design is processed in two options. Both oft hem has the same dimensions but cross sections of the supporting elements are changed. Floor plan of the first part is a rectangular shape, dimension is 29,28 m x 24,8 m. Floor plan of the second part is a rectangular shape, dimension is 161,18 m x 46,8 m. Slope of saddle roof is 18°.

The goal of my thesis is the design of a multipurpose sport hall in Litoměřice locality made in two separate variants. Objects ground plan dimensions are 38x38 meters and the height of the object is 16 meters. Used material is S235 steel and C20/25 concrete. The periphery and roof casing of the object is realized from sandwich panels. The carrying construction of the object is made from cross truss, oblong truss and from pillars. Thesis consists of assessing the carrying elements of the construction, selected details and drawing documentation.

The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.

The principal aim of this thesis is to design two possible options for the steel structure of a new multibay industrial hall located in Slavkov u Brna. An overhead crane with load capacity of 12.5 metric tons will by situated in one of the bays. The hall has a rectangular shape with dimensions of 63x48 meters, each of the two bays has dimensions of 63x24 meters, a height of 11.5 meters and a saddle roof with an angle of slope 10°. Both of the options have the same layout design, the only difference is that option 1 has columns with truss girders while option 2 has a transversal frame with a haunch. The first option was selected because it is more economical due to material savings and is design developed in a greater detail. The permanent load on the building is considered and includes the weight of the steel structure, panels and the weight of crane runway. The variable load is also considered due to the live load, snow load, wind load, the crane, and their combination. Steel S235 is used as the construction material.

Thesis Theme is a newly built hotel in Horni Mala Upa. The building is divided into hotel operations and restaurants. The building is surrounded by gently sloping terrain. The building has three floors. The building is designed from Porotherm and ceiling of reinforced concrete structures prestressed hollow core slabs Spiroll. Construction of pitched roof trusses formed with an inclination of 20 degrees.

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 master’s thesis deals with a project of steel structure of roofed stand of a sports stadium situated nearby the city of Opava. Dimensions of roofed stand are 54 m x 10,5 m and height is 15 m. Structure is devidet into 9 parts, which are 6 m long. Design of elements and inner forces are solved with program SCIA Engineer. Computational model is designed as a three-dimensional bar structure. Two variants was solved in general and more convenient with a truss girder roof is work up in details.

This master`s thesis deals with the design of an offshore crane jib with maximal safe working load 80 tons and maximal radius 45 meters. The design consists of a design solution of the steel construction and a stress analysis of its FEM model, which was performed using NX I-deas software according to the requirements and specifications of the Huisman company. This thesis includes source materials for drawing documentation.

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 topic of dissertation is project of two- storey mountain hotel in Horní Bečva. Mountain hotel will be used for accommodation and STRAVOVÁNÍ. In basement are four hotel rooms connected by corridor with access to clubroom, fitness room, lounge, sauna and staircase, which is connecting basement and ground floor. In the basement are also rooms for employees, which are office, laundry storage room and cleaning room. In ground floor are rooms for guests, as restaurant, bar, conference room, WC and bicycle and ski room. There are also rooms for employees with separate entrance, which are dressing rooms for men and women, kitchen with storage space. In first floor are hotel rooms, laundry storage room and cleaning room. Mountain hotel has rectangular plan. It has saddle grinder roof.