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The Exhibition Gallery in Olomouc
Morcinková, Eliška ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The aim of this diploma thesis is the design of bearing construction of the Exhibition gallery in Olomouc. The building is of irregular shape with the biggest span of 50 m. The bearing structure in the highest point goes up to 14,6 m. The main design material is the glue-laminated timber GL24h and GL32h. The optimization of chosen parts of the structure has been made and the best option was then used in the detailed structural calculation. The bearing structure consists of circular columns to which the floor beams and roof trusses are connected. The irregular structure of the gallery comprises of three different roof types – flat trafficable roof, double-pitched glass roof formed by pitched cambered trusses and single-pitch roof spanning over the central part of a 20,7 m span. Within the thesis the design and check of the main structure members and connections has been made. The entire structure is pinned and its stiffness is secured by the system of tension rods and rigid floor and roof construction respectively.
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Railway Bridge
Jirkovská, Eva ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The thesis deals with design and static assessment of the steel railway bridge with a span 36,6 m. The bridge is located on the two-track corridor line Košice - Púchov. It consists of two bridge structures connected by a longitudinal expansion joint. The main construction consists of four solid welded beams mounted on steel calotte bearings. The bridge deck is the top with a tub for the track bed, which is continuous at the site of the bridge. Bridging the bridge is secured by a track bed and a horizontal and lateral truss bracing. On both sides of the bridge are pedestrian walkways with a width of 1,5 m.
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Kindergarten in Jihlava
Vystrčil, Jan ; Straka,, Bohumil (referee) ; Šuhajda, Karel (advisor)
In diploma thesis is elaborated project documentation for the construction of an building of kindergarten. The building is situated in peryphery of Jihlava city. The building is two-storey kindergarten building with a basement. There aure two classes for children 3 - 6 years old in the building. In diploma thesis is elaborated architect-building solutions, building – construction solutions, fire safety solutions and physics qualities of constructions.
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Multi-function sports hall
Drexler, Martin ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
This thesis deals with the design of the construction of multi-funcion sports hall. Hall ground plan dimensions are 36 x 48 m. Height of the hall is 18 m. Sports hall is designed for common sports as handball, football, tennis, volleyball, basketball etc. Construction is designed in the Šumperk locality. It is a curved construction of glued laminated timber. The hall is made of cross- binding - triple joint arches in the shape of circle. Individual cross-binding are distanced 4 m. Arcs are connected by purlins. The stability of the whole construction is toughened by four areas.
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Tennis hall
Mynaříková, Alice ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The Bachelor’s thesis describes the design and check of the construction of a tennis hall. I have chosen the design of glued laminated timber in combination with solid timber. The plan dimensions of the hall are 23.275 x 67.375 m. The work includes by a technical report, a design calculation, a statement of material and design documentation. Next, the work deals with a special wall system.
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Design of roof timber structure for the central station in Brno
Sikorová, Radka ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
This bachelor’s thesis deals with a design of loadbearing structure of roofing of the railway station in Brno. The main truss is a three-hinged arch which is maid of glued laminated timber with a span of 70,0m and a high of 11,7m. Arches are supported on the foundation by means of steel pivot joint. The conection between arches are provided by the purlins, their length is from 4,486m to 5,000m. The structure is horizontally curved by diameter R=600,0m, a length of centre-line is 445,5m. A spatial rigidity of the structure is provided by the cross and longitudinal bracings.
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Timber structure of a view tower in southeast Moravia
Vrbka, Jan ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
he master’s thesis consists of a case study of an observation tower design made of glue laminated timber and steel. There are two different tower shapes of anchored or free standing tower and these towers are compared. One of the design is chosen and elaborated into final detailing. A short review of main issues bound with the observation towers is given. The review deals mainly with loading (mainly priniples wind loads are analised) and evaluating of towers (ultimate limit states, service limit states and acceleration comfort). The height of final construction is up to 60m. The design is formed by a space lattice structure made of glue laminated timber and steel members of different class. The members are fastened mainly by means of dowel joints with slotted-in-plates . There is a light steel stairway inserted into the main structure.
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Load-bearing timber structure of a storey house
Junková, Karolina ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The subject of my bachelor´s thesis is design and static assessment of timber load-bearing structure of a storey house. The object has three floors - first floor, the second floor and attic. The dimensions of ground plans is 14,7 x11,1 meters and the house is 11 meters high. The frame load-bearing structure off wall is formed by wall panels where joist are stored. The truss is designed as a system of purlins. The building is located in Slavkov u Brna climatic loads are solved for this location.
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