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Reinforced concrete lookout tower
Kalinová, Kristýna ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.
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Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
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Reinforced concrete lookout tower
Kalinová, Kristýna ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.
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Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
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