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Statical solution of reinforced concrete structure
Stehno, Pavel ; Ivana,, Švaříčková (referee) ; Zlámal, Martin (advisor)
In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension this load - bearing structure to effect of bending moments will be applied computer simulation. The solution is checked by simple method of total moments. Very important part of this thesis is structural analysis affecting pushing through the ceiling slab. Pushing will be soluted by manual analysis, results will be compared with output values of computer analysis. Critical state sagging of the ceiling slab is solved very marginally. The main purpose of this thesis consists of creation technical report, structural analysis and design documentation of soluted structure.
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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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Load bearing reinforced concrete structure of flat building
Ruber, Lukáš ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
The aim of bachelor thesis was to design and assess reinforced concrete floor slab on a typical floor of flat building, which has been specifically selected second floor. Slab is locally supported by restraint concrete columns without collumns head. On the short sides is also reinforced concrete walls. These walls also serves as reinforcing. To calculate the internal forces were used calculation software RFEM 5. It was controled by method of summary moments with subsequent comparation of results. The Slab was rainforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. Part of this work is also drawing documentation of proposed solution.
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Load bearing reinforced concrete structure of flat building
Ruber, Lukáš ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
The aim of bachelor thesis was to design and assess reinforced concrete floor slab on a typical floor of flat building, which has been specifically selected second floor. Slab is locally supported by restraint concrete columns without collumns head. On the short sides is also reinforced concrete walls. These walls also serves as reinforcing. To calculate the internal forces were used calculation software RFEM 5. It was controled by method of summary moments with subsequent comparation of results. The Slab was rainforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. Part of this work is also drawing documentation of proposed solution.
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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.
|
|
|
Statical solution of reinforced concrete structure
Stehno, Pavel ; Ivana,, Švaříčková (referee) ; Zlámal, Martin (advisor)
In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension this load - bearing structure to effect of bending moments will be applied computer simulation. The solution is checked by simple method of total moments. Very important part of this thesis is structural analysis affecting pushing through the ceiling slab. Pushing will be soluted by manual analysis, results will be compared with output values of computer analysis. Critical state sagging of the ceiling slab is solved very marginally. The main purpose of this thesis consists of creation technical report, structural analysis and design documentation of soluted structure.
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