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Multi-storey building
Stavrovský, Jiří ; Straka,, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the six-storey steel structure of rectangular plan with dimensions of 35,2 x 83,2 m and a height of 18,5 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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The Roof Structure of a Multipurpose Sport Building
Stehlíková, Iveta ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The goal of this bachelor work is designed and reviewed the roof of the timber construction of multifunction sports structure, the span is 40 m and the length is 60 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are solid girders, which static function as two hinged arch. The stability of the girders is ensured by purlins and transverse stiffeners. The stiffeners are situated in four fields. Front sides are made by girts and truss columns.
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Load bearing structure of a sports hall
Kopecký, Ladislav ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This work describe the design of a multifunctional sport hall. Ground plan dimension of the hall is 55,4 x 58,16 m. Height of the hall is 16,065 m. This sports hall is designed for the free time activity and sports like badminton, basketball, futsal, football, handball, wheeled, tennis, volleyball and more. Construction of the hall is designed on the basis of the city Brnos background. A structure of the hall is ached and made of glued laminated timber.The hall is formed by cross-binding- double joint arc- shaped to ellipse. The distance between each cross-binding is 5m. Arches are connected by purlins. The stability of the structure is composed by three fields bracing.
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The Footbridge
Volejník, Petr ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
The theme of this thesis is the design and assessment of the supporting structure of a footbridge over the river Svratka in Brno. Span bridge is 40 meters and width of 4.2 meters. The bridge is located in the administrative area Brno - Bystrc.
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The Roof Structure of a Multipurpose Sport Building
Málek, Leoš ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
This thesis deals with design of roof structure of multipurpose sports hall located in the city of Blansko. The goal is to use timber and natural resources as much as possible. Emphasis is placed on the maximal prefabrication at the site of production and the speed of assembly at the site of construction. Span of the structure is 40,035 m, length 59,75 m and height 17,525 m. The structure is designed as a three-hinged truss made from the glue laminated timber. The structural model was created by software RFEM of the Dlubal company.
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Timber load bearing structure of a family house
Perhalová, Anna ; Buchta, Stanislav (referee) ; Straka, Bohumil (advisor)
The subject of this bachelor's thesis is design and static assessment of timber load bearing structure of the family house. The object is located in Slavkov u Brna. Design of truss structure is based on architectural study by prof. Ing. arch. Ivan Ruller. The ground plan dimensions of load bearing structure are 11,63x15,00 meters and the height of the roof ridge is 6,56 meters. The structure of the roof is made as a rafter system, which is supported on the lattice truss, on the main beam and wall rafters. Horizontal forces are transferred into the wall panels by means of tight members, which are anchored to wall rafters.
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The Roofing of the Sport Hall
Ondruš, Petr ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
The objective of bachelor‘s thesis is design and check the steel construction of the sports building with ground plan dimensions 40,0 x 60,0 m. Building is located in Olomouc. The construction system is built of a transversal arc trusses with spacing 6,0 m. The truss span is 40,0 m and camber is 9,0 m. Trusses are supported by joint bearings. Between transversal trusses are designed the purlins. The construction is stabilized by lateral and longitudal braces. Building is sheated by composite panels.
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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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