|
|
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.
|
|
|
Two Bay Industrial Hall
Hetmer, Jakub ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This bachelor´s thesis "two-bay industrial hall" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, two-bay with a gable roof. The hall is located in Brno. Main structure consists of planar cross coupling, which is stored on restraint articulated columns. The construction is designed 9 cross ties and spacing of individual bonds is 6.0 m in the extreme lateral links are hinged mounted columns with stored axial length 6.0 m, which are secured lattice bracing longitudinal forces from the effects of wind. All columns are stored on concrete footings. In the longitudinal direction of the object is reinforced by transverse glue press in the plane of the roof and walls. Lateral bracing is located in the outer fields of the structure. Purlins and side runner are statically designed as simple beams, stored in the longitudinal direction of the transverse links and columns.
|
|
|
Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.
|
|
|
Sports building in Bystřice pod Hostýnem
Milich, Marek ; Štrba,, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this bachelor´s thesis is to design and statically examine a bearing structure of sports building in Bystřice pod Hostýnem. The core bearing structure with ground area measuring 28 x 43,4 m consists of steel frames from rolled sections. Scia Engineer 2010 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were double-checked with a hand calculation of a few subelements
|
|
|
Industrial Hall with Administrative Building
Ceh, Ondřej ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
This thesis contains a design of a steel structure of two-bay industrial hall with an administrative facility in the city of Brno. There are 3 variants of solution for industrial steel hall with duopitch roof with overall dimensions 60x74 m and detailed structural analysis of the first variant. Height of the hall is 10,5 m. Main structure of the roof is designed as frames from steel profiles with purlins from cold rolled sections, a span of frames is 30 m. The material of main frames is steel S355, material of purlins is S450. The hall is equipped by overhead crane with loading capacity 5 tons. Bolted connections will be done with maximal stiffness and feasibility of the structure. The administrative facility is designed as an independent building with 3 floors, the floor plan is semicircular with diameter 48 m.
|
|
|
Roofing of sports stadium tribune
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The aim of this thesis is to create a design of a grandstand steel roof structure with ground plan dimensions of 15 x 116 m in Frýdek-Místek. The roof size must meet all the required dimensions, so that the comfort of sitting spectators is not disturbed. The transverse connection is FORMED by trusses, which are hinged on columns. The spacing between inner connections is 12 m and 10 m between outer connections. The columns are interlocked in the base. The rigidity is secured by a system of brace rods and truss purlins. The steel columns are composed of rolled profiles designed according to ČSN EN standards. The structure consists of steel S355, some parts are then made from S235 or S460 (ordinary steel).
|
|
|
Steel load-bearing structure of a sport hall
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The project's purpose is to create a design of a steel load-bearing structure of a sports hall with a floor plan measuring 30 x 63 m in dimension. The structure will be used for common indoor sports and consists of main trusses with parabolic chords and piston rods. The trusses are pinned on columns. The centre to centre spacing between the trusses is 9 m. The Columns are fixed to their bases.The Rigidity of the main frame is ensured by a sway and longitudinal bracing system. All bars are rolled steel profiles and are designed according to current ČSN EN standards. All elements are made from class S 235, S 355 or S 460 steel.
|
|
|
Roofing of sports stadium tribune
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The aim of this thesis is to create a design of a grandstand steel roof structure with ground plan dimensions of 15 x 116 m in Frýdek-Místek. The roof size must meet all the required dimensions, so that the comfort of sitting spectators is not disturbed. The transverse connection is FORMED by trusses, which are hinged on columns. The spacing between inner connections is 12 m and 10 m between outer connections. The columns are interlocked in the base. The rigidity is secured by a system of brace rods and truss purlins. The steel columns are composed of rolled profiles designed according to ČSN EN standards. The structure consists of steel S355, some parts are then made from S235 or S460 (ordinary steel).
|
|
|
Industrial Hall with Administrative Building
Ceh, Ondřej ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
This thesis contains a design of a steel structure of two-bay industrial hall with an administrative facility in the city of Brno. There are 3 variants of solution for industrial steel hall with duopitch roof with overall dimensions 60x74 m and detailed structural analysis of the first variant. Height of the hall is 10,5 m. Main structure of the roof is designed as frames from steel profiles with purlins from cold rolled sections, a span of frames is 30 m. The material of main frames is steel S355, material of purlins is S450. The hall is equipped by overhead crane with loading capacity 5 tons. Bolted connections will be done with maximal stiffness and feasibility of the structure. The administrative facility is designed as an independent building with 3 floors, the floor plan is semicircular with diameter 48 m.
|
|
|
Steel load-bearing structure of a sport hall
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The project's purpose is to create a design of a steel load-bearing structure of a sports hall with a floor plan measuring 30 x 63 m in dimension. The structure will be used for common indoor sports and consists of main trusses with parabolic chords and piston rods. The trusses are pinned on columns. The centre to centre spacing between the trusses is 9 m. The Columns are fixed to their bases.The Rigidity of the main frame is ensured by a sway and longitudinal bracing system. All bars are rolled steel profiles and are designed according to current ČSN EN standards. All elements are made from class S 235, S 355 or S 460 steel.
|
guest ::
