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Gym – Precast concrete frame construction
Čihák, Tomáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.
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Hangar
Matějková, Pavla ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
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.
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Guest House in Brno
Budina, Martin ; jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The purpose of this thesis is to present the static design of chosen parts of the supporting structure of Guest House in Brno. Part of the building is located below ground level, therefore the supporting structure is made of monolithic reinforced concrete frames holding the reinforced concrete slab. Above ground level the supporting structure is made of masonry construction with folded ceiling. Drawing documentation is included.
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Design of the supporting structure of the elementary school
Vintrová, Tereza ; Huryta, Ladislav (referee) ; Zich, Miloš (advisor)
The diploma thesis deals with the design of the load-bearing structure of the main building of the primary school in the village of Hrušovany u Brna, followed by the assessment of selected parts of the structure. The building is designed as a monolithic skeleton based on foundation slabs, which, together with the basement walls, form a "white tank." The subsequent assessment focuses primarily on the foundation structures, walls, roof slab, selected columns, and the staircase. Computational models and the internal forces obtained from them were created using the SCIA Engineer software. The thesis includes a static calculation and drawing documentation. The thesis was conducted in accordance with applicable standards.
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The structure of a sport hall
Bednár, Michal ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess the structural design of a timber multipurpose sport hall. The location of the proposed construction is located in Hodonín. The design of dimensions of the structure are 36 m x 55 m and a height of 10.8 m. The main beams are full-walled arch frames made of glued laminated wood. From a static point of view, this is a double-articular frame. The construction consists of a lumber of laminated wood, and steel fasteners. The stability in the longitudinal direction is secured by bonded laminated wood purging, and by steel transverse stiffeners. The bottom construction of the structure is solved by means of concrete feet into which it is anchored. The gages are made of grown wood, made up of columns and chils.
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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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Removing of masonry pillar from load bearing wall
Zubalík, Jakub ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The subject of this bachelor thesis is design suitable solution of a new load bearing structure in residency basement. There is a increase the width of hole by removal masonry pillar from load bearing wall between two doors. In first part there is a focus on loads analysis in height level of new beam and design two solutions of beam. Verification of bearing capacity is included with eventual changes.
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Multifunctional Building
Velecký, Tomáš ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.
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The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
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