文章基本信息

标题：Analysis of G+5 Multistored Building
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作者：Dr. B. Ramesh Babu ; K. Mohammed Rasheed ; C. Umamaheshwar 等
期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：1
页码：1305
DOI：10.15680/IJIRSET.2017.0601145
出版社：S&S Publications
摘要：The design process of structural planning and design requires not only imagination andconceptualthinking but also sound knowledge of science of structural engineering besides the knowledge of practical aspects, suchas recent design codes, bye laws, backed up by ample experience, intuition and judgment. The purpose of standards isto ensure and enhance the safety, keeping careful balance between economy and safety. In the present study G+6building at Ananthapuramu is designed (Slabs, Beams, Columns and Footings) using Auto CAD software. In order todesign them, it is important to first obtain the plan of the particular building that is, positioning of the particular rooms(Drawing room, bed room, kitchen toilet etc.) such that they serve their respective purpose and also suiting to therequirement and comfort of the inhabitants. Thereby depending on the suitability; plan layout of beams and the positionof columns are fixed. Thereafter, the loads are calculated namely the dead loads, which depend on the unit weight ofthe materials used (concrete, brick) and the live loads, which according to the code IS:456-2000 and HYSD BARSFE415 as per IS:1786-1985. Safe bearing capacity of soil is adopted as 350KN/M2 at a depth of 6ft and same soilshould extent 1.5 times the width of footing below the base of footing. Footings are designed based on the safe bearingcapacity of soil. For designing of columns and beams, it is necessary to know the moments they are subjected to. Forthis purpose, frame analysis is done by limit state method. Designing of slabs depends upon whether it is a one - way ora two way slab, the end conditions and the loading. From the slabs, the loads are transferred to the beam. Thereafter,the loads (mainly shear) from the beams are taken by the columns. Finally, the sections must be checked for all the fourcomponents with regard to strength and serviceability.