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The steel construction of a departure platform
Petrovič, Jiří ; Balázs, Ivan (referee) ; Štrba, Michal (advisor)
Bachelor's thesis deals with the structural stress calculation and evalution of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Pardubice. Groundplan dimensions of the structure are 24 x 35 metres. The high of the structure is 8 metres. The load-bearing part solid pilar columns and trusses consist of a T-shaped lattice-work. Individual bars are formed by rectangular pipes and I profile. Load-bearing elements are made of steel class S355 J2.
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Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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Steel structure of heliport
Kuttelwascherová, Olga ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The main subject of this bachelor’s thesis is the design and static analysis of the freestanding steel structure of heliport in the hospital complex in Šumperk. The landing area has an octagonal shape and is 17 meters high above the ground. The main bearing structure consists of truss girders, which are supported by eight columns. Most of the bearing elements have a circular hollow cross-section. The spatial stability is ensured by the truss bracings. Members of the structure are from the structural steel S355. The internal forces and deformations were calculated by software Dlubal RFEM. The thesis also includes a technical report and a drawing documentation.
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Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
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Design of simple engineering structure
Macková, Lucie ; Navrátil,, Jaroslav (referee) ; Klusáček, Ladislav (advisor)
Bachelor’s thesis processes methodology of calculating the deflection according to norm EN 1992-1. First of all it deals with the theory necessary to understand the whole process and explanation of each step. Next learned lessons are applied in the model calculation of deflections, which is performed at 3 beam elements of different construction heights. The resulting values are compared to point out changes in the final deflection according to different dimensions of the structure.
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Roof Structure of Collection Yard
Sýkora, Jiří ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The roof structure has plan dimensions of 9.15 m in width and 38.4 m in length, the height of the structure is approximately 5.9 m. The planar load-carrying system in the transverse direction consists of a fixed column and a beam with a slope of 8°, which is supported by the column both directly in the middle of the length and by means of hinges in quarters of the length. These transverse support systems are spaced at 6 m intervals. The roof cladding made of profiled steel sheeting metal is supported on plain purlins placed perpendicularly on the load-carrying system. The spatial rigidity of the structure is ensured in the transverse direction by the fixed of the columns and in the longitudinal direction by the truss bracing. The supporting structure consists of hot rolled steel profiles.
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Industrial Building - Review of Selected Reinforced Concrete Parts
Weber, Jozef ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Bachelor’s thesis deals with reinforced concrete floor structure. It is a 3D frame, which is composed of bar elements oriented in the longitudinal and transverse direction. The work is done calculating mean longitudinal beam and also the middle of the cross beam. Furthermore, the calculated floor structure, which operates in both directions. For the calculation of inner strength used computer program SCIA ENGINEER 2013.0, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. Work contains textual part, inner strength, static calculations, drawings and used documents.
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Design of prestressed bridge structure
Otáhal, Ondřej ; Rybák, Vít (referee) ; Klusáček, Ladislav (advisor)
Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.
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Analysis of the steel structure of the bridge by FEM to the action of static load
Skorunka, Ondřej ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor)
The structures of bridges are one of the most demanding engineering structures. They fulfill an important social and economic role in the development of the given territory. From this perspective, it is necessary to pay close attention to the process of design, analysis, realization and service. This thesis deals with the static analysis of spatially curved and asymmetrical suspended foot bridge for pedestrians and cyclists. The first part is devoted to the analysis of structural deformation, while the second part is focused on the analysis of selected parts of the structure in terms of its stress.
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