|
|
Design of load-bearing structures of residential building in Prague
Cetkovský, Jan ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
|
|
|
Administration Building
Luža, Radim ; Šulák, Pavel (referee) ; Jeneš, Rostislav (advisor)
This bachelor’s thesis deals with the static analysis and assessment of reinforced concrete floor slab above the first ground floor of the administrative building. The ceiling structure consists of a monolithic floor slab, locally supported. The Static analysis was carried out using a programme called Scia Engineer 14. The verification of the calculation was done by the same software, but with two perpendicular frames instead of a modeled plate. Subsequently, we could define the limit state of the dimensioning capacity. The investigation of the ultimate limit state was mainly about bending moments and embossing. Further to It was also carried out assessment of the second limit state, so usability. The second limit state investigations was mainly about limitation of cracks. The drawing documentation was based on the static analysis and advice to single limit states, including a lower and upper reinforcer and extrusion.
|
|
|
Analysis of structure using stages calculation
Čejková, Eva ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Bachelor thesis deals with the roof structure, its static assessment and analysis phases of construction. It is a roofing tennis hall parabolic trusses, which are formed from steel. In the hall there are three tennis courts and space for an auditorium for spectators. The entire structure and calculations are processed in a static software RFEM by the Dlubal. Only the load cases are calculated manually.
|
|
|
Concrete structure covered parking for apartment buildings
Vyhnalíková, Kateřina ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
|
|
|
Court multi-storey outbuilding university space
Maršalová, Jiřina ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The master thesis is focused on design and static calculations of fiber reinforced concrete ground slab. The assessed structure is composed of 6 floors and 2 underground floors. A ground slab is based on piles and designed as a waterproof structure. The structural analysis program RFEM 5.05 has been used for calculation of internal forces.
|
|
|
On the design and technology of a test bench for hydraulic engine
Duret, Mikhaël ; Sliwková, Petra (referee) ; Píška, Miroslav (advisor)
Every building needs to be built on solid foundations. Hydromills are machines used to make it possible in excavating very hard ground. This project is about the creation of a test bench for hydraulic motors called here hydromill motors. Excavating is really soliciting for the equipment and leads to many breakages that is why the company asked for the creation of a test bench to measure the lifespan and the reaction of their motors to the forces acting during the cutting. It is complicated to copy the forces and shocks happening in reality because they are very high with quick variations, also depending on the ground. This test bench will have to create high variable loads acting on several directions, a high counter-rotation torque corresponding with the resistance of the ground to the cutting, as well as angular and longitudinal shocks to simulate the hits on the rocks by the teeth.Furthermore the measuring of the internal pressure and hydraulic flow plus the deformations of the main parts of the motors has to be enable by the test bench. The main part of this internship was devoted to the choice of the technical solutions to realize the functions of the test bench as well as the research of companies able to create the test bench elements. Many of them are not conventional due to the high requirements and have to be manufactured individually. In the end an evaluation of the costs and production will give all the information to the company to decide to manufacture it.
|
|
|
Business and office centre
Novotný, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
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.
|
|
|
Overground Parking House
Pevner, Jan ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures and staircases. All calculations are done in accordance with Eurocode 2.
|
|
|
Multi-storey building
Hrycík, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.
|
|
|
Static design of roof structure
Duda, Tomáš ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The subject of the diploma thesis is the design and static analysis of roof structure. It is prestressed roof shell (membrane) supported by a cable. The whole thesis is divided into several separated units according to task's specification. The text section describes the introduction to the issue of presstressed suspension cable constructions and displays their possible shapes, types and realizations. There is also technical report of solved shell, which was written on the base of the documents, drawn drawings and structural (static) analysis.
|
guest ::
