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IRJET- Analysis, Design and Estimation of Multi- Storied Residential Building by ETABS
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 06 | June 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3710 ANALYSIS, DESIGN AND ESTIMATION OF MULTI- STORIED RESIDENTIAL BUILDINGB BY ETABS M S Shobha1, Pruthviraj K N2, Bhaskar Reddy P3, Vidyasagara Dani4, Akshay T N5, Asif Mohammed6 1Assistant Professor, Civil Engineering Department, Rao Bahadur Y Mahabaleshwarappa Engineering College, Ballari-583104. 2,3,4,5,6UG Students, Civil Engineering Department, Rao Bahadur Y Mahabaleshwarappa Engineering College, Ballari-583104. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The present work deals with the analysis and design of a multi storied residential building of (G+4) by using most economical beam to column method. Thedeadload&live loads are applied and the design for beams, columns, footingis obtained from E tabs with its new features surpassed its predecessors with its data sharing. Our main aim is to complete a multi-storey building and to ensure that the structure is safe and economical against gravity loading conditions and to fulfil the function for which the structures have been built for. For the design of the structure, the dead load and live load are considered. The analysis and design of the structure done by using software package ETABS. The results of analysis are used to verify the fitness of structure for use. Computer software’s are also being used for the calculation of forces, bending moment, stress, strain & deformation or deflection for a complex structural system. Key Words: ETABS and AUTO CADD 1. INTRODUCTION The economical execution of a concrete structure depends more on overall layout of the structure with respect to the construction feasibility and cost (called construct ability) than on its theoretical analysis. The knowledge economy is generally acquired only through experience and study of projects already executed out. On the other hand, the structural safety of the individual member depends primarily on the theoretical analysis and design. The best way to ensure this safety is to design the structureaccording to the relevant codes of practice and construct the structure according to accepted practice. Civil engineers will be called upon to carry out design of structures to be constructed as well as analyse (or review) structure already constructed, they should be familiar with the current codes and methods of analysis and design. Concrete structures in concrete have become very common in construction industry in last 50 years. Concrete has established itself to be a universal building material because of its high compressive strength and its adaptability to take any form and shape. Its low tensile strength is substituted by the use of steel reinforcement, the resulting combination of the two being known as reinforced concrete (RC). It is this combination that follows almost the unlimited use of reinforced concrete in construction of buildings, bridges, tanks, dams etc., with the result that almost every civil engineer is intimately concerned with reinforced concrete structures.Therefore,it is necessary that every civil engineer know the basic principles involved in the design of RC structures. So, it is necessary to know the basic principles of structural design. 2. OBJECTIVES 1. To study and plan the project site, identifyproblems, analyse, apply appropriate parameters, assumption and design criteria in consideration of safety, ethics, economic, environment and sustainability. 2. To carry out manual analysis and designcalculations based on the required criteria 3. To carry out manual analysis and designcalculations based on the required criteria 4. To carry out manual analysis and designcalculations based on the required criteria 3. METHODOLOGY Details of project BUILDING DATA Utility of Building: Residential Building. Area of the site: 70’ X 60’ Building Height: 15m. Number of Storey: (G+4). Type of construction: R.C.C Framed Structure. Shape of Building: Rectangular. Type of staircase: Dog Legged. Number of Lift: One. Type of Walls: Concrete block & light weight bricks
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 06 | June 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3711 Plan LIFTPASSAGE UP D1 D1D1 D1 D1 D1 D1D1 D1 D1 D1 D1 D2 D2 D2 D2 D1 D1 D1 D1D2 D2 D2 D2 D1 TYPICAL PLAN OF 1st to 4th FLOOR N W E S ALL DIMENSIONS ARE IN METER BEDROOM 3.16X3.55 BEDROOM 2.85X3.55 BEDROOM 2.85X3.55 KITCHEN 3.11X2.25 TOILET 1.76X1 TOILET 1.82X1.2 KITCHEN 3.16X1.9 LIVING 2.85X3 BEDROOM 2.85X3 LIVING 3.11X3 KITCHEN 3.16X1.9 TOILET 1.76X1 LIVING 3.11X3 BEDROOM 2.85X3 TOILET 1.82X1.2 KITCHEN 3.11X2.25 BEDROOM 2.85X3.55 LIVING 2.85X3 BEDROOM 2.85X3.55 BEDROOM 3.16X3.55 UTILITY 2.1X1 UTILITY 2.1X1 BALCONY 3.11X1 UTILITY 3.11X1 BALCONY 3.33X1 BALCONY 3.33X1 BALCONY 3.11X1 UTILITY 3.11X1 Door - D1 1.2x2.1 Door - D2 0.9x2.1 Window-W1 1.5x1.5 Ventilation-V 0.6x0.9 Window-W2 1.0x1.0 SCHEDULE OF OPENINGS Preliminary measurements & tests Auto cadd drawings Analysis by Etabs Designs Detailing's and drawings Estimation 4. RESULTS OF ETABS ETABS is a sophisticated, yet easy to use, special purpose analysis and design program developedspecifically for building systems. ETABS 2016 features an intuitive and powerful graphical interface coupled with unmatched modelling, analytical, design, and detailing procedures, all integrated using a common database. Although quick and easy for simple structures, ETABS canalsohandlethelargest and most complex building models,includinga widerangeof nonlinear behaviours necessary for performance based design, making it the tool of choice for structural engineers in the building industry. 1. 2D Analysis3 2. 3D Analysis (portal bay analysis) 3. Model of plan 4. 3D Rendering 5. 2D SFD 6. 2D BMD 7. 3D SFD 8. 3D BMD Fig 1: 3-D ANALYSIS (PORTAL BAY ANALYSIS) Fig 2: 2-D BENDING MOMENT
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 06 | June 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3712 Fig 3: 2D SHEAR FORCE DIAGRAM Fig 4: 3D RENDRING 5. ESTIMATION 1. Construction cost estimators can be contractually hired in many different ways. 2. They may be employed by the owner's representative/project manager, construction manager, professional design team, or separately hired by the owner. 3. They estimate building costs through all the stages of design and the construction of the project. 4. It is very important to have the cost estimator involved right from the start of the project to check the estimation as follows 5. Quantity Take off 6. Labour Hours 7. Labour Rates 8. Material Prices 9. Equipment Costs 10. Subcontractor Quotes 11. Indirect Costs 12. Profit Amount 6. CONCLUSIONS 1. This project report has sought to give details of the components of a multi-storey building and an idea of structural componentscanbeachievedwhenstructural drawings are read. 2. ETABS was used for the analysis for all loading combinations since it reduces the time consumption and gives required accurate results, but when it comes to designing, ETABS gives uneconomical design and hence manual design is adopted. 3. The Detailing of Reinforcement is made as per IS- code provision which provides Ductility to theStructureand hence better performance. 4. All the structural components arecheckedtosatisfythe serviceability criteria and henceprovideddimensionof all structural components are adequate. 5. From the “Analysis and design”, we can estimate the cost of whole structure before the work is to be executed. Hence the appropriate cost of whole building will be known in advance. REFERENCES [1] Structural Design of concrete structure using E-Tabs, Shivam Asawa, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) Volume 14,Issue1ver.4(Jan – Feb 2017), PP 49-51
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 06 | June 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3713 [2] Design and analysis of multi-storeyed building under static and dynamic loading conditions by using E-TABS by Balaji and Selvarasan in International Journal of Technical Research and Applications, Volume 4 , Issue 4(July-Aug, 2016), PP.1-5 [3] Effect of base isolation in multistoried reinforced concrete building by M. Rajesh Reddy, Dr.N. Srujana, N.Lingeshwaran, IJCIET International Journal of civil engineering & technology, Volume 8, Issue 3, March 2017, PP. 878-887 [4] Mahesh N. Patil, Yogesh N. Sonawane,“Seismic Analysis of Multi-storied Building”, International Journal of Engineering and Innovative Technology, ISSN: 2277- 3754, Volume 4, Issue 9, March 2015. [5] Piyush Tiwari, P.J.Salunke, “Earthquake Resistant Design of Open Ground Storey Building”, International Research Journal of Engineering and Technology,ISSN: 2395 - 0056, Volume: 02 Issue: 07-Oct-2015 BIOGRAPHIES Dr. M S Shobha Professor. Department of Civil Engineering, RYM ENGINEERING COLLAGE BELLARI, Karnataka, India. Pruthviraj K N U.G. Scholar Department of Civil Engineering, RYM ENGINEERING COLLAGE BELLARI, Karnataka, India. Bhaskar Reddy P U.G. Scholar Department of Civil Engineering, RYM ENGINEERING COLLAGE BELLARI, Karnataka, India. Vidyasagara Dani U.G. Scholar Department of Civil Engineering, RYM ENGINEERING COLLAGE BELLARI, Karnataka, India.
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