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Design of reinforced concrete structure with respect to fire resistance requirements
Pivodová, Alena ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with an analysis of internal forces of B4 reinforced construction of an office building. Analysis takes into account interaction with subsoil and when designing structural parts of the building, different requirements for fire resistance of a structure are taken into account. A Dlubal RFEM 5.17 program was used for finite element analysis, and model functionality verification was performer by using a summation of moments method. The thesis deals with the design and assessment of a point-supported slab, column, inner and external walls.
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Design of Monolithic RC Floor Structure
Otáhal, Ondřej ; Zlámal,, Martin (referee) ; Švaříčková, Ivana (advisor)
The aim of bachelor thesis is to dimension and assess reinforced concrete floor slab in a typical storey of multi-purpose building at the ultimate limit state I. The slab is locally supported by reinforced concrete columns and restraint around the perimeter. To address the internal forces is used computing software NEXIS and obtained values are verified using the summation of moments method. Floor slab is reinforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. By calculation is shown that structure meet the resistance to bending and the extrusion. The thesis also includes drawing documentation of proposed solution.
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Design Analysis of the Flat Slab
Chalupová, Martina ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the Bachelor thesis is to design, structural check and price comparison of reinforced concrete point-supported slab. The design of slab is processed in three options. Every option of the slab has another thickness. The internal forces are obtained from Finite Element Method and are checked with summation of moments method. The design of slabs is based on internal forces form FInite Element Method. I determined total amount and price of reinforcement and total amount and price of concrete. I comapared price of slabs and chose the best one. The best option was developed in greater detail. Reinforcement drawing was made for the best option of point-supported slab. All calculations were performed in accordance with valid standard.
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Design of reinforced concrete structure with respect to fire resistance requirements
Pivodová, Alena ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with an analysis of internal forces of B4 reinforced construction of an office building. Analysis takes into account interaction with subsoil and when designing structural parts of the building, different requirements for fire resistance of a structure are taken into account. A Dlubal RFEM 5.17 program was used for finite element analysis, and model functionality verification was performer by using a summation of moments method. The thesis deals with the design and assessment of a point-supported slab, column, inner and external walls.
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Design Analysis of the Flat Slab
Chalupová, Martina ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the Bachelor thesis is to design, structural check and price comparison of reinforced concrete point-supported slab. The design of slab is processed in three options. Every option of the slab has another thickness. The internal forces are obtained from Finite Element Method and are checked with summation of moments method. The design of slabs is based on internal forces form FInite Element Method. I determined total amount and price of reinforcement and total amount and price of concrete. I comapared price of slabs and chose the best one. The best option was developed in greater detail. Reinforcement drawing was made for the best option of point-supported slab. All calculations were performed in accordance with valid standard.
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|
|
Design of Monolithic RC Floor Structure
Otáhal, Ondřej ; Zlámal,, Martin (referee) ; Švaříčková, Ivana (advisor)
The aim of bachelor thesis is to dimension and assess reinforced concrete floor slab in a typical storey of multi-purpose building at the ultimate limit state I. The slab is locally supported by reinforced concrete columns and restraint around the perimeter. To address the internal forces is used computing software NEXIS and obtained values are verified using the summation of moments method. Floor slab is reinforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. By calculation is shown that structure meet the resistance to bending and the extrusion. The thesis also includes drawing documentation of proposed solution.
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