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Static solution of cylindrical prefabricated retention tank
Červená, Adéla ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
This bachelor's thesis is focused on a static solution of cylindrical prefabricated retention tank. The calculation of internal forces is made by software SCIA Engineer. Reinforcement is designed according to the magnitude of the internal forces. The tank elements are assessed for the ultimate limit state and the serviceability limit state. Furthermore the stress in the foundation base is assessed and ground water is assessed too. Part of the thesis is drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
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Static analysis of the cross-section of the lock chamber
Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
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Design of the supporting structure of the gym
Červená, Adéla ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
This master's thesis is focused on a static solution of the load-bearing structure of the gym. The main element is a prestressed roof girder. The calculation of internal forces is done manually and using SCIA Engineer software. Reinforcement is designed according to the magnitude of the internal forces. The individual elements of the gym are assessed for the ultimate limit state and the serviceability limit state. Parts of the thesis are drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
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Static analysis of the cross-section of the lock chamber
Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
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Static solution of cylindrical prefabricated retention tank
Červená, Adéla ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
This bachelor's thesis is focused on a static solution of cylindrical prefabricated retention tank. The calculation of internal forces is made by software SCIA Engineer. Reinforcement is designed according to the magnitude of the internal forces. The tank elements are assessed for the ultimate limit state and the serviceability limit state. Furthermore the stress in the foundation base is assessed and ground water is assessed too. Part of the thesis is drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
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