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IRJET-Analysis of a Multistoried Commercial Cum Residential Building using ETABS

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IRJET Journal
IRJET Journal

This document summarizes the analysis and design of a commercial and residential building with a basement, ground floor, and 3 upper floors using the ETABS software. The students analyzed the building for dead loads, live loads, and seismic loads according to relevant Indian codes and standards. They modeled the building in ETABS, defined member properties, applied loads, and analyzed the building to determine bending moments, shear forces, and story drift. The results showed the structure was safe and stable under the applied loads based on code limits. The students concluded the project demonstrated the ability to efficiently analyze and design a multi-story building using ETABS.

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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5900 ANALYSIS OF A MULTISTORIED COMMERCIAL CUM RESIDENTIAL BUILDING USING ETABS Elsa Mintu Zachariah1, Karthika R2, Kaziya James3, Renji Kunchacko4, Asisha Mary Mammen5 1Elsa Mintu Zachariah, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 2 Karthika R, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 3Kaziya James Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 4 Renji Kunchacko, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 5Asisha Mary Mammen, Asst. Professor, dept of civil engineering, Mount Zion College of Engineering, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – Structural Analysis is the method to ensure the safety of the structure. This project “Analysis of A Commercial Cum Residential Building usingETABS”deals withtheanalysis and design of a multi-storied commercial cum residential building(B+G+3) using the software ETABS (Extended Three Dimensional Analysis Of Building Systems). This software enables to check the stability of structure under gravity loading, shear forces and seismic loads. The proposedsiteisin Pathanamthitta with a plot area of 25 cents. The dead load and live loads are applied and the design for beams, columns, slab is obtained. In this project we are considering seismic load as the lateral load. In this project, limit state method is adopted for analysis. In this work, an attempt is made according to Building Bye Laws and design of building is done as per IS: 456-2000, SP-16 and SP-34 specifications. Key Words: Structural analysis, ETABS, Seismic load, Codes used 1. INTRODUCTION A building is a structure with columns, beams, slab, roof and walls standing more or less permanently in one place. A building should be capable to resist all the applied loads without failure during its intended life for that structural analysis have to be done. The process of collecting information and evaluating the conditions of the site for the purpose of designing and constructing the foundation for a structure is called the geotechnical site investigation. Structural engineers are facing the challenges of striving for most efficient and economical design with accuracy in solution while ensuring that the final design of a building and the building must be serviceable for its intended function over its design life time. Nowadays, various software packages are available in market for analyzing and designing practically all types of structures. High rise buildings are in high demand because of the world population boomanddevelopmentoftechnologyduring past decades.Variousstructural formsandconstructionmaterials were developed along with a diverse assemblage of structural and non-structural components. The real performance of the high rise structures depends greatly on the integrated interaction of structure and non structural components. This makes the behavior of muilti-storeyed structures complicated. In current design practice,thelateral loadresistingsystemof a high rise building is considered vital to the whole structure. For the design of the structure, the dead load, live and seismic loads are considered. The analysis and design of the structure is done by using software called as ETABS. In this project, limit state method is adopted for analysis. The design is in confirmation with IS 456-2000. The results of analysis are used to ensure the fitness of structure for use. 1.1 OBJECTIVE  The project concerned with the analysis & designof a commercial cum residential building (B+G+3) consisting of parking facilities,commercial area and apartments.  The proposed site was inPathanamthitta witha plot area of 25 Cents.  The design was done in accordance with the provisions of IS Codes.  The main objective of this projectwastodesignand analyze a building using ETABS.  The objective of structural design is to design a structure that’s stable against overturning, sliding and buckling. 2. DESIGN PHILOSOPHY Limit State Method It is based on the concept as to achieve an acceptable probability that the structure will not becomeunserviceable in its life time. Hence this method is based on the philosophy that the structure should be able to withstand safely the working load throughout its life span and also satisfy the serviceability requirement. In the design the following limit states are examined;
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5901  Limit State of Collapse It corresponds to the maximum load carrying capacities and its violation implies failure but do not mean complete collapse. This limit state has close similarity to: flexure, compression, shear, and torsion.  Limit State of Serviceability It corresponds to the development of excessivedeformation. This state corresponds to: deflection, cracking & vibration. 3. STRUCTURAL DETAILS Fig -1: Elevation view Table -1: Structural details Floor Purpose Facilities Basement area Parking Lift, main staircase, electrical room Ground floor Commercial main staircase, commercial space, fire staircase and lift First floor Commercial main staircase, commercial space, fire staircase and lift. Second floor Commercial main staircase, commercial space, fire staircase and lift. Third floor Residential two apartments, main staircase,lift and fire staircase Terrace area Open space Stair cabin, lift operator room 4. METHDOLOGY Fig -2: Flow chart 5. PROCEDURE IN ETABS Step 1: Select standard codes and country codes. Step 2: Generation of grid lines and structures. At first open ETAB, select new model. A grid system will appear on the screen in which we enter the dimension values. Step 3: Define property. First define the material property from menu material properties. Then define each components of the structure such as columns, beams, slab, wall, footings. In defining section, add all the data regarding the components size, shape, reinforcement details cover etc. Table-2: Beam details Beam No Size(mm) B1 200x400 B2 200x300 B3 200X500
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5902 Table-3: Column details Column No Size(mm) C1 200X400 C2 300X400 C3 300X300 C4 300X500 C5 200X300 Step 4: Assigning property After defining, assign each section along with the material property. Fig -3: Property assigning Step 5: Define loads Load combinations are initially introduced into the ETAB consisting of dead, live, seismic and super imposed load. Step 6: Assigning load combination Live load of 4kN to 5kN is generally assigned and dead load constitutes of floor finish is considered. Since the height of building is 15m, according to provision of code wind load can be neglected. As per IS 1893:2002 earthquake response reduction factor is considered on both X and Y direction. Step 7: Analysis After completion of all the above steps then have to analyse the structure and check for errors. Fig -4: Deformed structure Step 8: Design After analysing the structure the designing of the concrete structure have to be done as per IS 456:2000. 6. SEISMIC ANALYSIS Seismic analysis is a part of structural analysis. It is the calculation of the response of a building structure to earthquakes. Here dynamic analysis is done in this structure. In thisDynamicanalysisisperformed byResponse Spectrum Method. Table 4 Data’s for Seismic Analysis Table -5: Maximum Storey Drift and Storey Shear
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5903 Fig -5: Maximum Story Drift From IS 1893: 2002(part1), clause 7.11, the storey drift in any storey due to the minimumspecifieddesignlateral force, with partial load factor of 1.0, shall not exceed 0.004 times the storey height. From the above data, it is clear that, story drift is within the allowable limit; hence the structure is safe against the seismic forces. 7. RESULT ANALYSIS Fig -6: Bending Moment and Shear Force Diagram ETAB provide a powerful graphics along with modeling, analytical, and design procedures, integrated using a common database. From the shear or spandrel force diagram, the amount of deflection occurring at each span of beam can be known. For beamhavingunsafedesignstrength with greater moment, overwriting can be done. 8. CONCLUSION The analysis of commercial cum residential building was done using ETABS. A stable, economic & aesthetic structure was designed. Use of software proved to be more efficient in case of time consumption and accuracy. Details of each and every member can be obtained using ETABS. The structural components of this building are found tobe safeinshear and flexure. Seismic analysis is done with response spectrum. Beam are designed for Flexure, ETABS gives SFD and BMD for individual member and whole structure. It suggests the adequacy of the section as a singlyreinforcedsection,doubly reinforced section. The analysis of structure was successful using ETABS software. REFERENCES [1]. Aman, Manjunath Nalwadgi, Vishal T, Gajendra, “Analysis and design of multistorey building by using STAAD Pro”, AIET Kalaburagi, Karnataka, 2016, on the basis of SP 16and as per IS1986-1985. [2]. Prof.Alice T.V, Cynthia Fernandez, Ihjaz Aslam K.E, Sreeshma P.U, Unnikrishnan G,“AnalysisandDesign of a Commercial Building”, MACE Kothamangalam, Kerala, 2016, on the basis of IS 1893 (Part 1) and as per IS 1986- 1985. [3]. Ragy Jose, Restina Mathew, Sandra Devan, Sankeerthana Venu, Mohith Y S, “Analysis and design of commercial building using etabs”, KVG College of Engineering, Sullia D.K, 2017. [4]. Varalakshmi V,G shivakumar and R S Sarma (2014) “Designed and d G+5 residential building by ETABS”, International Conference on Advance in Engineering and Technology. [5]. Chandrashekar and and Rajashekar (2015), “Analysis and Design of Multi Storied Building by Using ETABS Software”, International journals of scientific and research vol.4: issue.7: ISSN no.2277- 8179 on the basis of IS 875(Part I II &III)-1987 and as per IS 1986- 1985. [6]. Balaji and Selvarasan (2016), “Design and Analysis of multi-storied building under static and dynamic loading conditions using ETABS”, International Journal of Technical Research and Applications e- ISSN: 2320-8163, Volume 4 on the basis of The IS:875 (Part 1) and (Part 2) and IS1893:2002
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5904 [7]. a) IS 456: 2000- Code of practice for plain and reinforced concrete b) IS 875: 1987- Code of practice for the design loads for buildings and structures. c) SP: 16 Design Aids for Reinforced Concrete.

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IRJET-Analysis of a Multistoried Commercial Cum Residential Building using ETABS

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5900 ANALYSIS OF A MULTISTORIED COMMERCIAL CUM RESIDENTIAL BUILDING USING ETABS Elsa Mintu Zachariah1, Karthika R2, Kaziya James3, Renji Kunchacko4, Asisha Mary Mammen5 1Elsa Mintu Zachariah, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 2 Karthika R, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 3Kaziya James Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 4 Renji Kunchacko, Dept. of Civil Engineering, Mount Zion College of Engineering, Kerala, India 5Asisha Mary Mammen, Asst. Professor, dept of civil engineering, Mount Zion College of Engineering, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – Structural Analysis is the method to ensure the safety of the structure. This project “Analysis of A Commercial Cum Residential Building usingETABS”deals withtheanalysis and design of a multi-storied commercial cum residential building(B+G+3) using the software ETABS (Extended Three Dimensional Analysis Of Building Systems). This software enables to check the stability of structure under gravity loading, shear forces and seismic loads. The proposedsiteisin Pathanamthitta with a plot area of 25 cents. The dead load and live loads are applied and the design for beams, columns, slab is obtained. In this project we are considering seismic load as the lateral load. In this project, limit state method is adopted for analysis. In this work, an attempt is made according to Building Bye Laws and design of building is done as per IS: 456-2000, SP-16 and SP-34 specifications. Key Words: Structural analysis, ETABS, Seismic load, Codes used 1. INTRODUCTION A building is a structure with columns, beams, slab, roof and walls standing more or less permanently in one place. A building should be capable to resist all the applied loads without failure during its intended life for that structural analysis have to be done. The process of collecting information and evaluating the conditions of the site for the purpose of designing and constructing the foundation for a structure is called the geotechnical site investigation. Structural engineers are facing the challenges of striving for most efficient and economical design with accuracy in solution while ensuring that the final design of a building and the building must be serviceable for its intended function over its design life time. Nowadays, various software packages are available in market for analyzing and designing practically all types of structures. High rise buildings are in high demand because of the world population boomanddevelopmentoftechnologyduring past decades.Variousstructural formsandconstructionmaterials were developed along with a diverse assemblage of structural and non-structural components. The real performance of the high rise structures depends greatly on the integrated interaction of structure and non structural components. This makes the behavior of muilti-storeyed structures complicated. In current design practice,thelateral loadresistingsystemof a high rise building is considered vital to the whole structure. For the design of the structure, the dead load, live and seismic loads are considered. The analysis and design of the structure is done by using software called as ETABS. In this project, limit state method is adopted for analysis. The design is in confirmation with IS 456-2000. The results of analysis are used to ensure the fitness of structure for use. 1.1 OBJECTIVE  The project concerned with the analysis & designof a commercial cum residential building (B+G+3) consisting of parking facilities,commercial area and apartments.  The proposed site was inPathanamthitta witha plot area of 25 Cents.  The design was done in accordance with the provisions of IS Codes.  The main objective of this projectwastodesignand analyze a building using ETABS.  The objective of structural design is to design a structure that’s stable against overturning, sliding and buckling. 2. DESIGN PHILOSOPHY Limit State Method It is based on the concept as to achieve an acceptable probability that the structure will not becomeunserviceable in its life time. Hence this method is based on the philosophy that the structure should be able to withstand safely the working load throughout its life span and also satisfy the serviceability requirement. In the design the following limit states are examined;
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5901  Limit State of Collapse It corresponds to the maximum load carrying capacities and its violation implies failure but do not mean complete collapse. This limit state has close similarity to: flexure, compression, shear, and torsion.  Limit State of Serviceability It corresponds to the development of excessivedeformation. This state corresponds to: deflection, cracking & vibration. 3. STRUCTURAL DETAILS Fig -1: Elevation view Table -1: Structural details Floor Purpose Facilities Basement area Parking Lift, main staircase, electrical room Ground floor Commercial main staircase, commercial space, fire staircase and lift First floor Commercial main staircase, commercial space, fire staircase and lift. Second floor Commercial main staircase, commercial space, fire staircase and lift. Third floor Residential two apartments, main staircase,lift and fire staircase Terrace area Open space Stair cabin, lift operator room 4. METHDOLOGY Fig -2: Flow chart 5. PROCEDURE IN ETABS Step 1: Select standard codes and country codes. Step 2: Generation of grid lines and structures. At first open ETAB, select new model. A grid system will appear on the screen in which we enter the dimension values. Step 3: Define property. First define the material property from menu material properties. Then define each components of the structure such as columns, beams, slab, wall, footings. In defining section, add all the data regarding the components size, shape, reinforcement details cover etc. Table-2: Beam details Beam No Size(mm) B1 200x400 B2 200x300 B3 200X500
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5902 Table-3: Column details Column No Size(mm) C1 200X400 C2 300X400 C3 300X300 C4 300X500 C5 200X300 Step 4: Assigning property After defining, assign each section along with the material property. Fig -3: Property assigning Step 5: Define loads Load combinations are initially introduced into the ETAB consisting of dead, live, seismic and super imposed load. Step 6: Assigning load combination Live load of 4kN to 5kN is generally assigned and dead load constitutes of floor finish is considered. Since the height of building is 15m, according to provision of code wind load can be neglected. As per IS 1893:2002 earthquake response reduction factor is considered on both X and Y direction. Step 7: Analysis After completion of all the above steps then have to analyse the structure and check for errors. Fig -4: Deformed structure Step 8: Design After analysing the structure the designing of the concrete structure have to be done as per IS 456:2000. 6. SEISMIC ANALYSIS Seismic analysis is a part of structural analysis. It is the calculation of the response of a building structure to earthquakes. Here dynamic analysis is done in this structure. In thisDynamicanalysisisperformed byResponse Spectrum Method. Table 4 Data’s for Seismic Analysis Table -5: Maximum Storey Drift and Storey Shear
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5903 Fig -5: Maximum Story Drift From IS 1893: 2002(part1), clause 7.11, the storey drift in any storey due to the minimumspecifieddesignlateral force, with partial load factor of 1.0, shall not exceed 0.004 times the storey height. From the above data, it is clear that, story drift is within the allowable limit; hence the structure is safe against the seismic forces. 7. RESULT ANALYSIS Fig -6: Bending Moment and Shear Force Diagram ETAB provide a powerful graphics along with modeling, analytical, and design procedures, integrated using a common database. From the shear or spandrel force diagram, the amount of deflection occurring at each span of beam can be known. For beamhavingunsafedesignstrength with greater moment, overwriting can be done. 8. CONCLUSION The analysis of commercial cum residential building was done using ETABS. A stable, economic & aesthetic structure was designed. Use of software proved to be more efficient in case of time consumption and accuracy. Details of each and every member can be obtained using ETABS. The structural components of this building are found tobe safeinshear and flexure. Seismic analysis is done with response spectrum. Beam are designed for Flexure, ETABS gives SFD and BMD for individual member and whole structure. It suggests the adequacy of the section as a singlyreinforcedsection,doubly reinforced section. The analysis of structure was successful using ETABS software. REFERENCES [1]. Aman, Manjunath Nalwadgi, Vishal T, Gajendra, “Analysis and design of multistorey building by using STAAD Pro”, AIET Kalaburagi, Karnataka, 2016, on the basis of SP 16and as per IS1986-1985. [2]. Prof.Alice T.V, Cynthia Fernandez, Ihjaz Aslam K.E, Sreeshma P.U, Unnikrishnan G,“AnalysisandDesign of a Commercial Building”, MACE Kothamangalam, Kerala, 2016, on the basis of IS 1893 (Part 1) and as per IS 1986- 1985. [3]. Ragy Jose, Restina Mathew, Sandra Devan, Sankeerthana Venu, Mohith Y S, “Analysis and design of commercial building using etabs”, KVG College of Engineering, Sullia D.K, 2017. [4]. Varalakshmi V,G shivakumar and R S Sarma (2014) “Designed and d G+5 residential building by ETABS”, International Conference on Advance in Engineering and Technology. [5]. Chandrashekar and and Rajashekar (2015), “Analysis and Design of Multi Storied Building by Using ETABS Software”, International journals of scientific and research vol.4: issue.7: ISSN no.2277- 8179 on the basis of IS 875(Part I II &III)-1987 and as per IS 1986- 1985. [6]. Balaji and Selvarasan (2016), “Design and Analysis of multi-storied building under static and dynamic loading conditions using ETABS”, International Journal of Technical Research and Applications e- ISSN: 2320-8163, Volume 4 on the basis of The IS:875 (Part 1) and (Part 2) and IS1893:2002
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5904 [7]. a) IS 456: 2000- Code of practice for plain and reinforced concrete b) IS 875: 1987- Code of practice for the design loads for buildings and structures. c) SP: 16 Design Aids for Reinforced Concrete.