Peb ppt 3
- 1. ANALYSIS AND DESIGN OF PEBANALYSIS AND DESIGN OF PEB BY I.S.& INTERNATIONAL CODEBY I.S.& INTERNATIONAL CODE
- 2. SUMMERY OF PREVIOUS SESSIONSUMMERY OF PREVIOUS SESSION INTRODUCTIONINTRODUCTION COMPONENTCOMPONENT APPLICATIONAPPLICATION FIELD ADVANTAGESFIELD ADVANTAGES DESIGN CODESDESIGN CODES LITERATURE SURVEYLITERATURE SURVEY
- 3. PROJECT WORK PARAMETER 1.Structural Analysis 2.Structural Design
- 4. STRUCTURAL ANALYSISSTRUCTURAL ANALYSIS Static AnalysisStatic Analysis Dynamic AnalysisDynamic Analysis
- 5. STATIC ANALYSISSTATIC ANALYSIS The software provides option for hinged,The software provides option for hinged, fixed and spring supports with releases sofixed and spring supports with releases so analyse or requirement.analyse or requirement. Multiple analysis also can be doneMultiple analysis also can be done simultaneously which reduces the time.simultaneously which reduces the time.
- 6. DYNAMIC ANALYSISDYNAMIC ANALYSIS Dynamic analysis has been done in theDynamic analysis has been done in the present work taking seismic load and windpresent work taking seismic load and wind load in to consideration.load in to consideration. The software also provide loading forThe software also provide loading for joints,members,element includingjoints,members,element including concentration, uniform, linear, trapezoidal,concentration, uniform, linear, trapezoidal, strain,support displacement,prestress andstrain,support displacement,prestress and fixed end loads.fixed end loads.
- 10. Steps of DesignSteps of Design Design of intermediate purlinDesign of intermediate purlin Design of intermediate gable frameDesign of intermediate gable frame Design of vertical memberDesign of vertical member Design of rafterDesign of rafter Design of stiffeners at eaves cornerDesign of stiffeners at eaves corner Design of base plate and anchor boltsDesign of base plate and anchor bolts
- 11. CONTD…CONTD… Design of end gable frameDesign of end gable frame Design of critical vertical memberDesign of critical vertical member Design of critical portion of rafterDesign of critical portion of rafter Design of eaves strutDesign of eaves strut Design of wall bracingDesign of wall bracing Design of rafter bracingDesign of rafter bracing Design of purlins at the ridgeDesign of purlins at the ridge Design of girtDesign of girt
- 15. DESIGN OF INTERMEDIATE PURLINDESIGN OF INTERMEDIATE PURLIN
- 21. Moment carrying capacity of sectioMoment carrying capacity of sectio = Z= Zzz*f*fbb =70.5*103*161=70.5*103*161 =11kNm>7.85kNm…..OK=11kNm>7.85kNm…..OK Wt of purlin per m= Mass*9.81Wt of purlin per m= Mass*9.81 =7.59*9.81=7.59*9.81 =74.46N/m=74.46N/m
- 22. DESIGN OF INTERMEDIATEDESIGN OF INTERMEDIATE GABLE FRAMEGABLE FRAME
- 26. External pressure coefficient for windwardExternal pressure coefficient for windward wall (A) = 0.7wall (A) = 0.7 External pressure coefficient for leewardExternal pressure coefficient for leeward wall (B) = -0.25wall (B) = -0.25 With internal pressure coefficient Cpi = 0.2With internal pressure coefficient Cpi = 0.2 (Cpe-Cpi) for windward wall (A)=0.7-0.2=0.5(Cpe-Cpi) for windward wall (A)=0.7-0.2=0.5 (Cpe-Cpi) for leeward wall(B)=-0.25-0.2=-0.45(Cpe-Cpi) for leeward wall(B)=-0.25-0.2=-0.45 From equation F=(Cpe-Cpi)*A*PzFrom equation F=(Cpe-Cpi)*A*Pz Wind force on windward column per mWind force on windward column per m height= 0.5*6.0*1.146=3.44kN/Mheight= 0.5*6.0*1.146=3.44kN/M
- 28. (Cpe-Cpi) for wall A&B =-0.5-0.2=-0.7(Cpe-Cpi) for wall A&B =-0.5-0.2=-0.7 Wind force on each column per m heightWind force on each column per m height =-0.7*6.0*1.146=-4.8kN/m=-0.7*6.0*1.146=-4.8kN/m Load combinationLoad combination 1) Dead load+ Live load (DL+LL)1) Dead load+ Live load (DL+LL) 2) Dead load + Wind load (DL+WL)2) Dead load + Wind load (DL+WL) ANALYSISANALYSIS The gable frame are analysed byThe gable frame are analysed by softwaresoftware STAAD PRO.STAAD PRO.
- 29. FURTHER PLANNINGFURTHER PLANNING Plant visitPlant visit Site visitSite visit Collection of PEB componentCollection of PEB component Analysis and design manuallyAnalysis and design manually Analysis and design with STAAD PROAnalysis and design with STAAD PRO using IS and AISC (360-10)using IS and AISC (360-10)