lecture 08 (day 9)
TRANSCRIPT
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SSoftwareoftware ByByMd. Saiful Hoque SohelMd. Saiful Hoque Sohel
B.Sc. in Civil (BUET)B.Sc. in Civil (BUET)
M.Sc. In Structure (BUET,ER)M.Sc. In Structure (BUET,ER)
rogramrogram
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Lesson08:DATAANALYSIS DESIGNAssignment LOCALAXIS,LOADCOMBINATION,LoadCombinationDataExportfromETABStoExcelOthers
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MASSSOURCEass ource e n on
ClicktheDefinemenu >MassSourcecommandtobringuptheDefineMassSourceform.
Thefollowingoptionsappearontheform:
.2.FromLoads:3.FromSelfandSpecifiedMassandLoads:
s mpor an oremem erw enus ng e rom e an pec e MassandLoadsoption,NOTtoincludetheDeadLoadCaseintheDefine MassMultiplierforLoadsbox.ThiswillaccountforthedeadloadofthestructureTWICE.
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Mass.
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POSTPROCESSINGSHOWUNDEFORMEDSHAPE
SHOWDEMORMEDSHAPE
SHOWMEMBERFORCES/STRESSDIAGRAM
ETABSAxis
System:
1. LineLocalAxis
2. AreaLocalAxis
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AreaLocalAxis
HorizontalArea
ETABSGLOBALAXIS12
VerticalArea
OnYAxis2
OnXAxis21
33
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LineLocalAxis12
Localaxis1 isalongthelineobjectLocalaxis2 isperpendiculartothelineVerticalLineObjects.
3
object
Localaxis3 isperpendiculartothelineobject
HorizontalLineObjectsLocalaxis1 isalongthelineobjectLocalaxis2 isperpendiculartothelineobjectLocalaxis3 isperpendiculartotheline
(neitherverticalnorhorizontal)LineObjects.axis1 isalongthelineobjectaxis2 isperpendiculartothelineobject
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1. EnveloponlyforBeamAnalysis&Design2. DeadLoad&LiveLoadforFoundationDesign
. 4. Beforeorafteranalysis,youcanassignLoadcombination.5. ColumnshouldbecheckedwithoutassigningEnvelop.
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DeflectionCheck
OTHERS
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EXAMPLE
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PROBLEM
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THANK YOUPRUDENTIAL CONSULTANT
CIVIL ENGINEERING SOFTWARE PROGRAME
EMAIL:- [email protected]
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