Anveshana’s international journal of research in engineering and applied sciences anveshana’s international journal of research in engineering and applied sciences email id: [email protected], website: www.anveshanaindia.com 108 analysis and design of a (g + 6) multi storey residential building using staad pro deevi krishna chaitanya.
The analysis and design of multi storey building is carried out usually in the software packages which are very strong in analysis. The different software like STAAD-PRO, Etabs, etc is used for such purposes. The programming tools like C+, JAVA, etc are also used in many structural elements for different methods of calculations. The high level programming tools like MATLAB is used for many complicated problems in various fields. In the present paper the STAAD-PRO is used for the purpose of analysis and design of a building. The building was analyzed for the seismic behavior.
Shear force, bending moment, deflections are calculated using the software, the reinforcement details are also available through the design. The coding of STAAD editor is also included in this paper.
The design of slab, beam, column and footing are carried out by the programming of MATLAB. The objective of this study was to check the programming language for these structural elements. Suggested Citation. CorrectionsAll material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions.
When requesting a correction, please mention this item's handle: RePEc:asi:joasrj:2017:p:145-164. See about how to correct material in RePEc.For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: (Chan Hoi Yan). General contact details of provider:.If you have authored this item and are not yet registered with RePEc, we encourage you to do it. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.We have no references for this item. You can help adding them by using.If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the 'citations' tab in your profile, as there may be some citations waiting for confirmation.Please note that corrections may take a couple of weeks to filter throughthe various RePEc services.
Embed Analysis and Design of Multi Storey Building by Using STAAD Pro V8i Beam (Structure) Structural Load. Unique structures need more time for its timeconsuming calculations, if we use manual methods.STAAD Pro provides us a quick results. It is easy to usefor analyze and design any structure for more accuracy. Inthe STAAD Pro limit state method is use as per IndianStandard Code and Practices. We can conclude that thissoftware can save much time and very accurate in designs.In this project G+3 structure is consider and dead, live,combination, wind are applied. Then results are studiedand compared by manual calculations.
For this purposethis project has been selected. In the STAAD Pro thedesigning is done by Better technique for creatingGeometry, Defining the cross sections for column andbeam etc, Creating specification and supports, then theLoads are defined. After that the model is analyzed by‘run analysis’. Then reviewing (whether beam columnpassed in loads or failed) results. Volume 3, Issue 4, April–2018 International Journal of Innovative Science and Research Technology ISSN No:-2456-2165 IJISRT18AP164 www.ijisrt.com 148Analysis and Design of Multi-Storey Building by using STAAD-Pro V8iA.D.Bhosale,1ArchitPradip Hatkhambkar,2RupeshVinayak Katkar,2Shubham Balasaheb Babar,2Sunny Pramod Gorivale,2 1Prof. Department of Civil Engineering, Gharda Institute of Technology, Lavelkhed2UG Students.
Department of Civil Engineering, Gharda Institute of Technology, LavelkhedAbstract:- Unique structures need more time for its time consuming calculations, if we use manual methods. STAAD Pro provides us a quick results. It is easy to use for analyze and design any structure for more accuracy. In the STAAD Pro limit state method is use as per Indian Standard Code and Practices. We can conclude that this software can save much time and very accurate in designs.In this project G+3 structure is consider and dead, live,combination, wind are applied. Then results are studied and compared by manual calculations. For this purpose this project has been selected.
In the STAAD Pro the designing is done by Better technique for creating Geometry, Defining the cross sections for column and beam etc, Creating specification and supports, then the Loads are defined. After that the model is analyzed by‘run analysis’. Then reviewing (whetherbeam column passed in loads or failed) results.Keywords:- multistoried, planning, analysis, design, staad.pro, residential building, manual.I.INTRODUCTIONConstruction of high rise building is basic need because of population and land scarcity. If we use conventional method of manual design of building is time consuming and more possibility of human errors. So it is necessary to use of software for getting more accurate result. STAAD Pro is structural software accepted by much civil engineering.
Which can solve typical problem like wind analysis seismic analysis using various load combination to confirm various code like IS456:2000, 1893:2002,IS875:1987etc. Fig 1The full form of STAAD is “STRUCTURAL AIDED ANALYSIS AND DESIGN”.
We have chosen STAADPro because of its following advantages:-Easy for handle,conformation with the Indian Standard Codes,versatile nature of solving any type of problem,Accuracy of the solution. STAAD-Pro is the professional’s choice for steel,concrete, timber, aluminum and cold-formed steel design of low and high-rise buildings, culverts, petrochemical plants, tunnels, bridges, piles and much more. To perform an accurate analysis we must determine such information as structural loads, geometry, support conditions, and materials properties. The results of such an analysis typically include support reactions, stresses and displacements. This information is then compared to criteria that indicate the conditions of failure.II.LITERATUREREVIEWD.Ramya and A.V.S.Saikumar:- Design and analysis of G+10 Multistoried building.
The study includes the comparative study of building using two software i.e STAAD-Pro and ETABS. In this design Live, Dead and wind load is taken under consideration.Annop.A, Hussian F, Neeraja R, Chandran Rahul, S Shabina and S Varsha:-Design a multistoried building of G+5 floors, at kalakode,Kerala,India.the design is done by taking into account standards recommended by IS code, Kerala building and national building rules. And also includes requirements for sesmic and wind load.Aman, Nalwadgi M, Vishal T and Gajendra:-Analysis and Design of multi-storey building at Gulbarga city, Karnataka,India. The study includes design of colums, beams, footings and slabs by well known civil engineeringsoftware named as STAAD-PRO.Deshmukh D.R, Yadav.A.K, Supekar S.N, Thakur A.B, Sonawane H.P and Jain I.M:- Analysis and Design of G+19Multistoried Building.The study includes designing of multistory bulding by well known civil engineering software named as STAAD-PRO and it also includesVolume 3, Issue 4, April–2018 International Journal of Innovative Science and Research Technology ISSN No:-2456-2165 IJISRT18AP164 www.ijisrt.com 149 wind and Sesmic load. They also compare the results of earthquake load applied on structure by STAAD-Pro and manual calculations both by sesmic coefficient method.III.METHODOLOGYStep - 1: Importing of centre-line plan from Auto-cad in.dxf format.Step - 2:Representation of beams and columns. By using add beam command we had drawn the beams and columns between the corresponding node points.Step - 3: 3D view of structure Here we have used the Transitional repeat command in Y direction to get the 3D view of structure.
![Analysis Analysis](/uploads/1/2/4/2/124275729/695235157.jpg)
Fig 2Step - 4:Supports and property assigning. After the creation of structure the supports at the base of structure are specified as fixed. Also the Materials were specified and cross section of beams and columns members was assigned.Step - 5:Assigning of dead loads. Dead loads are calculated as per IS 875 PART 1 for external walls, internal walls, parapet wall including self -weight of structure. Fig 3Step - 6:Assigning of live loads. Live loads are assigned for every floor as 3KN/m2 based on IS 875 PART 2.Step - 7:Assigning of wind loads. Wind loads are defined as per IS 875 PART 3based on intensity calculated and exposure factor.
Then loads are added in load case details in +X,-X, +Z,-Z directions. Fig 4Step-8: Adding of load combinations. After assigning all the loads, the load combinations are given with suitable factor of safety as per IS 875 PART 5.Step-9:Analysis After the completion of all the above steps we have performed the analysis and checked for errors. Fig 5Step - 10: Design. Finally concrete design is performed as per IS 456: 2000by defining suitable design commands for different structural components.