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The load bearing steel building structure of the gym for ball games
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
Work includes design of steel structure of the single- object sports hall , which is designed for sports activities around the city of Brno . Building plan dimensions are 30 x 48 m. The main structure is formed with the help of a planar cross ties . Crosslink forming trusses which are on both sides hinged on fixed columns . The main beam is made of trusses , which have an arch shape with the construction height max. 4 m composed of a single arc. Crosslinks are spaced 6 m . The spatial rigidity provides a system of longitudinal and transverse stiffeners . The structure is designed as a purlin . All the truss rods are tubular profile , the draft of which is made according to standards EN . The columns are made of rolled profiles HEB . As a material of bearing elements is steel class S235 .
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The steel roof structure of a hangar
Pojezný, Tomáš ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
This work contains the design and assessment of the steel roof structure of a hangar for Cessna propeller aircraft. Ground plan dimensions are 40,0 x 60,0 m, approximate height is 12,0 m. The supporting system of the structure consists of plane elliptical trusses. The design is selected from two pre-solved geometrical and structural variants. They are compared on the basis of price, the size of painted surfaces and the weight of structure. For the selected variant is made detailed static assessment and drawing documentation.
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Static load test and the assessment ceiling of reinforced concrete structure built in the 1st half of 20th century
Málek, Jaroslav ; Láník, Jaromír (referee) ; Žítt, Petr (advisor)
This master thesis deals with static load test and static assessment of selected segments of reinforced concrete ceiling construction of the Hennebique system at the Faculty of Arts at Masaryk University in Brno. This thesis contains: the execution of the static load test, the data evaluation of the static load test and the data evaluation of the complementary laboratory testing, geometric orientation of bearing elements, the checking of the ceiling placement in the peripheral position, and the diagnosis of the reinforcing of the construction. This thesis also includes the static assessment according to various standard norm rules and the numerical analysis in ATENA software program.
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The steel construction of an exhibition pavilion
Petrovičová, Lucia ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The content of this bachelors thesis is design and appraisal of the steel construction of an exhibition pavilion. Ground plan dimensions are 39,2 x 50,0 m with approximate height 10,7m. The supporting system of the structure consists of planar transverse linkages which are created by lattice truss.The design is selected from two pre-solved geometrical and structural variants which are compered on the basis of the weight of structure and ultimate and serviceability limit state. From the selected variant is made detailed static assessment and drawing documentation.
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Steel structure of airport hangar
Kuba, Michal ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is design and assessment of the steel roof structure of a airport hangar for sports aircrafts in Zlín. Ground plan dimensions are 36 x 78 m. The main supporting system is composed of truss girders. On the one side the truss girders are pinned on column, on the other side they are pinned into foundation. The truss girders are arc-shaped, with structural height 1,5 m. Distance between main structures are 6 m. Construction is designed as system without purlins. Bars of the steel structure are from rolled profiles and are designed according to current standards. Supporting elements are designed from steel of class S 355 and S 460.
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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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Steel structure of store building
Ďureje, Andrej ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Content of this thesis is design of the steel construction of warehouse and his static assessment. The construction of the hall is designed as double-aisled. Ground plan dimensions of the hall are 50 x 60 m. Construction is formed by planar cross-linking. Tentative design of the construction is solved in two variants, which are compared on the basis of the size of paint surface and weight. The winning variant of the construction includes the complete static analysis of supporting elements, solving of connections, details and drawing documentation.
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Design of a railway beam bridge
Jedlička, Martin ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is to design a monorail concrete bridge. Focus will be put to design several preliminary versions of a girder bridge. There will be chosen one variant which will be examined more. I will make an assessment and comparison of this variant from concrete and prestressed concrete. As a result of this assessment I will choose the variant which is more convenient and make drawings documentation. The bridge is situated nearby city of Velké Pavlovice in the South Moravia. The rail is a monorail number 255 from Hodonín to Zaječí. The bridge goes over the Trkmanka brook. Calculation of inner forces is made in SCIA Engineer 2012 program. Design is made according EC standarts.
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The reconstruction of a storage object
Morcinková, Eliška ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is a reconstruction of the administrative building in Třinec. The work is divided into two parts: the design and assessment of a timber roof on the ground plan 16 × 21 m and steel supporting structure for the extension of the administrative building on the ground plan 8 × 16 m. The roof frame consists of 22 trusses with the axial distance 1 meter. The steel structure consists of two supporting frames connected to floor beams between them which create with the concrete plate composite steel and concrete structure.
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