International Research Journal of Engineering and Technology (IRJET) e ISSN: 2395 0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN: 2395 0072
“ANALYSIS AND DESIGN OF PRE ENGINEERED BUILDING FOR INDUSTRIAL SHED IN CHAKAN
PRATIK A. RAUT1, PROF. S. V. SHELAR2
1PRATIK A. RAUT, P.G. Student, Department of Civil Engineering, KJEI’S Trinity College of Engineering and Research, Pune, Maharashtra, India
2PROF. S. V. SHELAR, 2Assistant Professor, Department of Civil Engineering, KJEI’S Trinity College of Engineering and Research, Pune, Maharashtra, India ***
Abstract Long Span, Column free structuressquare measurethe foremostessential in anysort ofindustrial structures and PredesignedBuildings (PEB) fulfills thisdemandat the side ofreduced timeand valueas comparedto standardstructures. The Preengineered steel building system construction hasniceblessingstothe onelevelbuildings,sensibleandeconomicalvariousto standardbuildings, the System representing one central modelinsidemultiple disciplines. Long Span, Column free structuressquaremeasuretheforemostessentialinanysort ofindustrialstructuresandPredesignedBuildings(PEB)fulfils thisdemandat the side ofreduced timeand valueas comparedto standardstructures.thiswork involves the analysisand styleof PredesignedBuildings (PEB)thatis foundin chakan.during thiswork Drawing done by Autocadpackage, Analysisis completedby Staad propackage&particularisationdonebyBocadpackage.
Key Words: pre engineered building, Autocad ,Staad pro, Bo cad Loads DL,LL,WL
1. INTRODUCTION
Steel industry is growing quickly in the majority componentsoftheplanet.theemploymentofsteelstructures isn'tsolelyeconomicalhoweveradditionallyEco friendlyat the time once there's a threat of world warming. Here, “economical”wordisexpressedconsideringtimeandvalue. nonce the foremost vital side, steel structures (Pre fabricated)square measurein builtaawfullyshortamount andonesuchexampleisPredesignedBuildings(PEB).Pre engineeredbuildingssquaremeasurenothinghoweversteel buildingsduringwhichexcesssteelisavoidedbytaperingthe sections as per the bending moment’s demand. One might imagineconcerningitsrisk,howeverit’sarealitymanyofus don'tseemtobeprivytoPredesignedBuildings.Ifwetendto select regular steel structures, time frame are going to be additional,andadditionallyvaluearegoingtobeadditional, andeachalongi.e.timeandvalue,makesituneconomical. therefore in pre engineered buildings, the full style is completed within the industrial plant, and as per the planning, members square measure pre fabricated and so transportedtothepositioningwhereverthey'reerectedinan exceedinglytimebuthalf dozentoeightweeks.
The structural performance of those buildings is well understood and, for the foremost half, adequate code provisions square measure presently in situ to make sure satisfactorybehaviourinhighwinds.Steelstructureseven havefarbetterstrength to weightratiosthanRCCandthat they can also be simply destroyed. Pre designed Buildings have fast connections and thence may be reused when dismantlement.Thus,predesignedbuildingswillbeshifted and/orswollenasperthenecessitiesinfuture. duringthis paper we are going to PEB structure which is located at CHAKAN. Design & analysis of structure is completed by variedsoftwares. 1.1
Fig:variedelementofindustrialbuilding
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1)Purlins 2)Sagrods 3)PrincipalRafters 4)RoofTruss 5)GantryGirders 6)Bracket 7)ColumnandColumnbase 8)Bracings
The components of Industrial Building are listed below.
International Research Journal of Engineering and Technology (IRJET) e ISSN: 2395 0056
2. OBJECTIVE:
1. an endeavor is formed to style & analyze the structure&toseekoutthesteelconsumptionbythe structure.
2. toseekoutproducingmethodofproject.
3. Theoretical style the section consistent with the inputcondition.
4. stylesectionsupportedthesoftinstepwithloading condition.
5. designedofmodel.
6. Check the standard of structure, stability, improvement,reliableness,costofmaterialofPEB forbelowstructure.
7. Optimise the steel consumption in PEB structure withstructureparametersasperbelowtable
3.2 LOAD CALCULATIONS
1)DeadLoad
DeadloadiscalculatedAccordingtoIS:875(Part1) 1987. DeadLoadonPre EngineeredBuilding: WeightoftheG.Isheeting=0.129kN/m2Weightoffixings= 0.024kN/m2
Weight of services = 0.1 kN/m2 Total weight is = 0.256 kN/m2
Totalweightonpurlins=0.256x1.26=0.322kN/m
2)LiveLoad
TheloadiscalculatedinstepwithIS:875(Part2) 1987. Liveloadonpurlins=0.75kN/m2
Thereforeliveloadonpurlinsat1.5spacing =0.75×1.5=1.125kN/m
3)EarthquakeLoad
EarthquakeMassesareunitcalculatedasperIS:1893 2000 [17].
EarthquakeLoadonPre EngineeredBuilding: Deadload=0.1kN/m2
Live load = 0.43 kN/m2 (25٪ of reduction as per is 1893 2002
Totalload=0.53kN/m2 Baywidthofthebuildingis3.85m
Therefore earthquake load on rafter = 0.53 × 3.85 = 2.0 kN/m.
4)WindLoad
WindloadiscalculatedasperIS:875(Part3) 1987
BasicWindspeedVb=39m/sec RiskCoefficientK1=1
Terrain,HeightandStructuresizefactorK2=1 TopographyfactorK3=1 DesignWindSpeedVz=VbK1K2K3=39m/sec DesignWindPressureP=0.06Vz2=1.5kN/m2
3. DESIGN
3.1SECTION PROPERTIES
The Internal Coefficients are taken as +0.5 and 0.5. Wind Loadonindividualmembersarethencalculatedby F=(Cpe Cpi)xAxP
Where,Cpe ExternalCoefficient Cpi InternalCoefficient
A Areainm2
P DesignWindPressureinkN/m2
Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN: 2395 0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page394
International Research Journal of Engineering and Technology (IRJET) e ISSN: 2395 0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN: 2395 0072
MODELLING & ANALYSIS BY STAAD PRO
©
| Page395
2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal
4. METHODOLOGY 5. DRAWING FOR GA BY AUTO-CAD Fig.framedrawing 5.1
Fig. structure model fig. render view 5.2 RESULTS BY STAAD PRO
International Research Journal of Engineering and Technology (IRJET) e ISSN: 2395 0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN: 2395 0072
6. CONCLUSION
5.3 DETAILING BY BO CAD
5.4 FINAL OUTPUT FROM BO CAD
QUANTITYOFSTEELUSEDFORTHESTRUCTURE NUTBOLTUSED
pre engineered building creates and maintains in real timeflat,informationwealthyviews through a project support ispresentlybeingenforcedby Bo cadcomputer codepackagesforparticularisation
Itmeans thatchoosingreliable industrial product thatsquaremeasureonthemarketduringamassivevaryof shapes and colours; itto bootimplies thatspeedyweb siteinstallation and fewer energy consumption. Itimplies thatchoosingtocommit tothe principles of property. Infinitelyutile, steel is thatthe fabricthat reflects the imperativesofpropertydevelopment.
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page396
International Research Journal of Engineering and Technology (IRJET) e ISSN: 2395 0056
Volume: 09 Issue: 06 | June 2022 www.irjet.net p ISSN: 2395 0072
ON SITE PHOTO
ACKNOWLEDGMENT
IAmVeryThankfulToProf.Mrs.ShelarS.V.MyAdvisor And Guide , For Motivation, Guidance And Patience ThroughoutTheWork.i'msignificantlyappreciativeForHer ValuablesteeringAnd Encouragement Throughout The CompletionOfMyWork
REFERENCES
[1] IS:800 2007: General ConstructionInSteel Codeoffollow
[2] IS : 875 (Part 1) 1987 : Code offollowforstylemasses(OtherThanEarthquake)for BuildingsandStructures Deadmasses.
[3] IS : 875 (Part 2) 1987 : Code offollowforstylemasses(OtherThanEarthquake)for BuildingsAndStructures Livemasses.
[4] IS : 875 (Part 3) 1987 : Code offollowforstylemasses(OtherThanEarthquake)for BuildingsAndStructures Windmasses.
[5] 1893 200CodeforEarthquakemassescalculations.
[6] G. Sai Kiran, A. Kailasa Rao, R. Pradeep Kumar: styleProceduresforPre EngineeringBuildings(PEB):A Case Study: Comparison ofstyleProcedures for Pre EngineeringBuildings.
[8] C.M.Meera (ME Structural Engineering),Regional Centre of Anna University, Coimbatore,India : PRE ENGINEEREDBuildingdesignofwarehouse.
[7] D V Swathi., Dept Of Civil, Pydah College Of Engg.:DESIGN AND ANALYSIS OF PRE ENGINEERED STEELFRAME
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