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Roof Structure of Collection Yard
Sýkora, Jiří ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The roof structure has plan dimensions of 9.15 m in width and 38.4 m in length, the height of the structure is approximately 5.9 m. The planar load-carrying system in the transverse direction consists of a fixed column and a beam with a slope of 8°, which is supported by the column both directly in the middle of the length and by means of hinges in quarters of the length. These transverse support systems are spaced at 6 m intervals. The roof cladding made of profiled steel sheeting metal is supported on plain purlins placed perpendicularly on the load-carrying system. The spatial rigidity of the structure is ensured in the transverse direction by the fixed of the columns and in the longitudinal direction by the truss bracing. The supporting structure consists of hot rolled steel profiles.
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Roof construction of extinguishing systems
Mikulincová, Denisa ; Šulák, Pavel (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the assessment of the existing reinforced concrete structure of the roof on the fire extinguishing facility. The analysis is performed using the Scia Engineer program. A new design is also proposed. Roofing is done with a ribbed board. Part of the thesis is also an analysis of the possibilities of solving ribbed boards in the Scia Engineer program.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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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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Office and logictic building
Navrátil, Ondřej ; Ing. Michal Štrba. Ph.D. (referee) ; Pilgr, Milan (advisor)
Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).
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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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St. Michael's Hospice
Krmaš, Jan ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit. In the basement is the technical room, warehouses, garages and kitchen facilities. On the ground floor are then socio-public rooms and facilities. On the second floor is located hedmaster of hospice and accommodation area. The third floor is devoted to the accommodation area. The proposed structure made of brick longitudinal system, supplemented by concrete basement walls. The horizontal structure is made of filigree ceiling panels. Stairs are designed as a precast concrete and steel. Individual roof structures is made from unwalkable, walkable and vegetation compositions. The cladding consists of ventilated facade of glass and wooden panels. Foundations are designed from the lineal foundation.
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Roof Structure of Collection Yard
Sýkora, Jiří ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The roof structure has plan dimensions of 9.15 m in width and 38.4 m in length, the height of the structure is approximately 5.9 m. The planar load-carrying system in the transverse direction consists of a fixed column and a beam with a slope of 8°, which is supported by the column both directly in the middle of the length and by means of hinges in quarters of the length. These transverse support systems are spaced at 6 m intervals. The roof cladding made of profiled steel sheeting metal is supported on plain purlins placed perpendicularly on the load-carrying system. The spatial rigidity of the structure is ensured in the transverse direction by the fixed of the columns and in the longitudinal direction by the truss bracing. The supporting structure consists of hot rolled steel profiles.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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