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Roof structure of construction for social purposes
Bašista, Ján ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The work treats the static recalculation of an existing roof structure of a construction for social purposes and proposes two variants of the design of a new roof structure. The construction has a rectangular ground plan of 30 m x 47 m and the roof structure is placed on the load bearing circumference concrete walls. Except for the load constituted by the function of the construction and by the climatic area, an extra load of 2 tons suspended at any place of the structure is considered because of the special requirement of working and technological equipment. The variant no. 1 is designed from the steel S355. The variant no. 2 is designed as a combination of the wood GL24h and the aluminium EN-AW 5083. Both of the variants have 11 transverse load bearing girders. The purlins are perpendicular to the girders and are placed on them. Stiffness is secured by roof stiffeners.
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Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
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Assembly hall
Beran, Miroslav ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The diploma thesis deals with the design and assessment of the steel supporting structure of the production hall. The transverse dimension of the hall is 21,00 m, the longitudinal dimension is 70,00 m, the height of the hall is 17,56 m. S355 steel is used as the main supporting material. The supporting part of the hall consists of columns on which is placed a truss and two crane tracks at two height levels. Three different types of purlins and pillars are considered in the design of the steel structure. For the selected variant, a static calculation of the main bearing elements, including selected details, is drawn up and drawings are drawn up.
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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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Steel load-bearing structure of an industrial hall
Jaroš, Jakub ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The bachelor´s thesis contains design of one-aisle industrial hall with span of 24 m, length of 72 m and height of the holder of craneway 9 m. In hall there are two cranes, first one with load capacity of 32/8 t and second one with load capacity of 12,5 t. The roof structure is designed as a system of truss girders and truss purlins. Spatial rigidity of the structure is secured by bracing. Main structural material is steel S235 JR+AR ČSN EN 10025-2. Drawings contain flor wiew and sections of hall and manufacturing drawings of truss.
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Production hall
Trachtulcová, Šárka ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The subject of this diploma thesis is desigh and assessment of steel structure industrial building. This hall has two bays. The width of the main bay is 30 metres, the width of the second bay is 15 metres. The length of building is 90 metres. Load-bearing system is created of three fixed columns with pin-supported truss beams between. Construction of roof is designed as truss purlin system. There is a bridge crane of 32 tons capacity. The building is situated in area of Uherské Hradiště.
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Pension with hippotherapy
Zdražilová, Barbora ; Kašpárek, Stanislav (referee) ; Utíkalová, Ivana (advisor)
The subject of the diplom work was to prepare a detailed project documentation of the penzion with hippotherapy in Veseli nad Moravou. This is a document processing house with two floors and the building stables. The object of the pension are located accommodation rooms, dining room and especially apartment manager. The building is located 12 stables are housed boxes, feed stores and higienické facilities for guests.
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The Steel Structure of Car Showroom
Buchta, Vojtěch ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The task of the thesis was to design a draft and a review of car’s showroom supporting structure. The object is located in the city of Hradec Králové. Floor plan has a size of 30 x 15 m, the height of the object is 7 m at the highest point. The mono-pitched roof is formed by two parts on the same slope 3.81 °. Material of all components is steel S235. All calculations were performed in accordance with valid standards. The structure consists of a load-bearing columns fixed to the ground, the truss girders are designed of hollow cross-sections, pin-suported by the columns. The purlins are pin supported by upper chords of a truss girder, with the lower and upper edges flushing. Purlins support the roof made of roof-panels by Kingspan, thickness 160 mm. Wall casing the technical parts of the object is formed also by system panels by Kingspan. The cladding of the sales area is made of glass panels by Reynaers.
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Steel structure of industrial hall
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The bachelor thesis deals with the design of a main load-bearing steel structure of industrial hall with two overhead cranes. The floor plan dimensions are 24 × 60 m, height of building is 16 m. The main structure consists of pin-supported symetrical truss girders on columns with centre to centre spacing 12 m. The truss purlins are pin-supported on the girders. The columns are fixed in the lateral direction. Spatial rigidity of the structure is secured by system of bracing. The base material is steel of class S355.
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Steel structure of a multi-functional building
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this master's thesis is to design the steel construction of a multifunctional building in the cadastral area of Brno-Bohunice. Multifunctional building consists of two identical buildings - A and B. Floor plan dimensions are 40.0 x 40.0 meters and height of 33,8 meters. Both objects have the 1st floor of the overall height of 5,0 m, each additional floors 3,5 m. The plan shape of the building is a square 40 x 40 m with bevel in the corners with a length of 8 m. In the middle of the building is roofed atrium 8 x 8 m. The buildings are in the 5th floor connected with the enclosed footbridge with a length of 10.0 meters. The main structure consists of two buildings columns and girders. Columns are alternatively solved as the composite steel and concrete structures with closed section filled with concrete or concreted steel profile. The girders are made of castellated beams. Among the girders are embedded solid panel joists and girders, coupled with the composite steel and concrete slab. Spatial rigidity besides the composite slabs provide rods placed around the atrium and in the corners of the building. The main structure of the footbridge consists of two inclined arched beams on which is placed stringer of the footbridge.
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