National Repository of Grey Literature 172 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Design of the single span bridge
Čihák, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The topic of this bachelor thesis is the design of a single span bridge on the D0 highway. Two variants have been developed. A variant of precast prestressed beams coupled to a monolithic slab was selected as the variant used. The aim of the thesis is to design and assess the structure for ultimate and serviceability limit states.
Design of horizontal and vertical structures of the underground floor of a family house
Pernecký, Dominik ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis deals with structural design and assessment of continuous cast-in-place ceiling slab above underground floor of family house, assessment of circumferencial and inner supporting wall and structural design and assessment of foundation tracks under assesed walls. An analysis of these constructions was done in computational software SCIA Engeneer and by hand. The outcome of this thesis is static calculation and design documentation.
Selected structures of the family house
Kulík, Karel ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis is focused on the design of selected reinforced concrete structures of the family house, it is a continuous ceiling plate and a staircase. The structures were designed and assessed to the ultimate limit state and the serviceability limit state. Calculations were made using the Dlubal RFEM 6 and Microsoft Excel programs. The outcome of the calculations is a static calculation. The design documentation including form and reinforcment mechanical draws was created in Archicad 26 and CADCON+ RC 2023.
Design of a slab bridge
Stehlík, Ondrej ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
That aim of this bachelor's thesis is to present a design of a single-span slab bridge. The main framework is constituted of a post-tensioned concrete slab. The bridge carries a road of category S7.5 over the river between two intersections. Overall, three variants have been created. From these variations, a design using a slab with a flat underside was chosen. Construction analysis was performed in Scia Engineer 21.1. The design and review were performed manually.
Design of reinforced-concrete structures of the selected building
Jokel, Filip ; Zlámalová, Pavlína (referee) ; Kostiha, Vojtěch (advisor)
The bachelor's thesis deals with the design and assessment of the reinforced concrete structure of the selected object in two options for their execution. Part of the work, in the first option, is the design of a full reinforced concrete slab. The second possibility of the design of the structure is a slab, which is divided in half of the span by a T-section beam, which is supported by a column in the middle of its span. Creation of the model and analysis of internal forces is solved by the SCIA Engineer calculation program. The correctness of the model and results is verified by manual calculation. Part of the bachelor's work is also the drawing documentation of the solved elements.
Design of reinforced concrete floor structure
Velič, Marek ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The bachelor thesis focuses on two construction designs on the 3rd floor. The first design is made of pre-stressed panels of SPIROLL type. The second design consists of a reinforced concrete continuous slab design with two bays, a beam, and a column. The internal forces for the design were obtained using SCIA Engineer. These internal forces were checked by hand calculation using the method of three-moment equations. Drawings for the above structures are included in the thesis. The design and assessment of the structures have been carried out as per the applicable standards.
Prestressed slab bridge over the local stream
Rebroš, Martin ; Velešík, Marek (referee) ; Koláček, Jan (advisor)
The subject of the bachelor´s thesis is the design and assessment of a slab structure of a single-span prestressed concrete bridge. The assessments are carried out from the point of view of the limit state of usability and the limit state of serviceability. The bridge carries first class communication I/57 of the category S 9,5/70 between villages Fulnek and Hladké Životice, while the bridge obstacle is the Kostelecký potok. Two variants of bridging were developed, for detailed processing and assessment for both limit states the variant of the prestressed plate bridge with trapezoidal cross-section was selected. The SCIA Engineer software was used to calculate the internal forces from the load. The results were checked and compared by manual calculation using the method of interacting width on a rod model. The drawing documentation was developed in the AutoCAD software and visualization in the Rhino 7 and Lumion.
Design of a prestressed beam bridge
Řehulka, Richard ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is to design prestressed beam bridge across river. Bridge is a statically indeterminate structure fixed on one side and on the other side is roller support. Vertical alignment consists of parabolic arc. Height of construction is enlarged from mid of the span to the fixed side. The construction was designed and assessed to the serviceability limit state and ultimate limit state. Scia engineer was used for modelling. Calculation was mainly done in Microsoft Excel and checked by hand and in Scia engineer. Subject of this thesis was also creating a drawings, visualization, and static calculation, which could be found in attachment.
Analysis of the existing bridge structure
Dvořáková, Lucie ; Olšák, Martin (referee) ; Svoboda, Adam (advisor)
The bachelor thesis deals with the analysis of the existing bridge structure and the subsequent determination of its load capacity according to the limit states of serviceability and load capacity. The bridge on the H1 circuit over the V1 branch has a main superstructure consisting of IS-73 prestressed beams and was built in 1993. The calculation was grasped in two ways, namely by manual calculation on a single IS-73 beam or by converting it to an orthotropic slab.
Static solution of a typical floor of an apartment building in Oslavany
Kurtin, Ladislav ; Šimek, Ondřej (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the structural design of a typical floor of a residential building in Oslavany. The first part deals with the design of the ceiling structure above the second floor and the construction of the staircase. Using a slab model in SCIA Engineer 22.0, the internal forces on the floor slab were determined and the structure was assessed for ultimate limit state and serviceability limit state. The staircase was modeled with a member and slab model. Finally, a simplified assessment of the ceramic block masonry, specifically the intermediate bearing and perimeter walls, was performed. The bachelor thesis contains the structural calculation and drawings of the above mentioned elements.

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