Design of steel-concrete composite beam of the floor structure
Pashko, Aleksei (2015)
Saimaan ammattikorkeakoulu
2015
All rights reserved
Julkaisun pysyvä osoite on
https://urn.fi/URN:NBN:fi:amk-2015120118787
https://urn.fi/URN:NBN:fi:amk-2015120118787
Tiivistelmä
The purpose of the thesis was to design a steel-concrete composite beam of the floor structure for a multi-storey residential building according to the Building Codes. The work was commissioned by the company Ruukki Rus, specialized in steel construction.
The thesis should be of interest to Ruukki, any customer, design engineers and other construction companies dealing with civil engineering especially residential building. Data for this study were collected by Russian and European building codes, books of construction disciplines and Ruukki specifications and reports.
The first part of the thesis contains general guidance, requirements and restrictions for the floor system in a residential building that takes place in Building Codes.
The second part includes calculation points. It contains load estimation, I stage steel beam design and II stage composite beam design.
The last part is a comparison of the results obtained by the created program with experience and computer-aided calculation accomplished by means of SolidWorks.
As a result of this project, the guidance for a designer with calculation algorithm of steel and concrete composite beam was made as soon as the program of the composite beam calculation was made in Microsoft Excel Software.
The thesis should be of interest to Ruukki, any customer, design engineers and other construction companies dealing with civil engineering especially residential building. Data for this study were collected by Russian and European building codes, books of construction disciplines and Ruukki specifications and reports.
The first part of the thesis contains general guidance, requirements and restrictions for the floor system in a residential building that takes place in Building Codes.
The second part includes calculation points. It contains load estimation, I stage steel beam design and II stage composite beam design.
The last part is a comparison of the results obtained by the created program with experience and computer-aided calculation accomplished by means of SolidWorks.
As a result of this project, the guidance for a designer with calculation algorithm of steel and concrete composite beam was made as soon as the program of the composite beam calculation was made in Microsoft Excel Software.