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329--reinforcingBar--abort--augmented.ifc
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329--reinforcingBar--abort--augmented.ifc
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ISO-10303-21;
HEADER;
FILE_DESCRIPTION(('ViewDefinition [CoordinationView]'),'2;1');
FILE_NAME('ReinforcingBar.ifc (Edited by simplebim 5.2)','2015-09-02T13:11:08',('x'),('x'),'The EXPRESS Data Manager Version 5.02.0100.07 : 28 Aug 2013','20140606_1530(x64) - Exporter 2015.0.2014.0606 - Default UI',$);
FILE_SCHEMA(('IFC2X3'));
ENDSEC;
DATA;
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#2=IFCPERSONANDORGANIZATION(#4,#5,$);
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#5=IFCORGANIZATION($,'',$,$,$);
#6=IFCORGANIZATION($,'',$,$,$);
#7=IFCBUILDING('1RjR_SExv6W9VhF1xvfb_B',#8,$,$,'',#194,$,$,.ELEMENT.,$,$,#15);
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#13=IFCAPPLICATION(#14,'2015','Autodesk Revit 2015 (ENU)','Revit');
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#15=IFCPOSTALADDRESS($,$,$,$,$,$,$,$,$,$);
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#39=IFCPROPERTYSINGLEVALUE('NumberOfStoreys',$,IFCINTEGER(8),$);
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#44=IFCPROPERTYSINGLEVALUE('SOptDeadLoadCase',$,IFCINTEGER(1),$);
#45=IFCPROPERTYSINGLEVALUE('SOptViews',$,IFCINTEGER(0),$);
#46=IFCPROPERTYSINGLEVALUE('UOptConnections',$,IFCINTEGER(0),$);
#47=IFCPROPERTYSINGLEVALUE('UOptIsFileMode',$,IFCINTEGER(0),$);
#48=IFCPROPERTYSINGLEVALUE('UOptReinforcement',$,IFCINTEGER(0),$);
#49=IFCPROPERTYSINGLEVALUE('UOptSilentMode',$,IFCINTEGER(0),$);
#50=IFCPROPERTYSINGLEVALUE('UOptTransferSubject',$,IFCINTEGER(0),$);
#51=IFCPROPERTYSINGLEVALUE('RM_R2R_OriginOffset',$,IFCTEXT($),$);
#52=IFCPROPERTYSINGLEVALUE('Project Address',$,IFCTEXT($),$);
#53=IFCPROPERTYSINGLEVALUE('Project Name',$,IFCTEXT($),$);
#54=IFCPROPERTYSINGLEVALUE('RM_R2R_LinkSessionIdList',$,IFCTEXT($),$);
#55=IFCPROPERTYSINGLEVALUE('Project Number',$,IFCTEXT($),$);
#56=IFCPROPERTYSINGLEVALUE('RMProject_Name',$,IFCTEXT($),$);
#57=IFCPROPERTYSINGLEVALUE('SOptRevitBuild',$,IFCTEXT($),$);
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#65=IFCPROPERTYSINGLEVALUE('Line Pattern',$,IFCLABEL($),$);
#66=IFCPROPERTYSINGLEVALUE('Symbol',$,IFCLABEL($),$);
#67=IFCPROPERTYSINGLEVALUE('Color',$,IFCINTEGER(0),$);
#68=IFCPROPERTYSINGLEVALUE('Symbol at End 1 Default',$,IFCBOOLEAN(.F.),$);
#69=IFCPROPERTYSINGLEVALUE('Symbol at End 2 Default',$,IFCBOOLEAN(.T.),$);
#70=IFCPROPERTYSINGLEVALUE('Line Weight',$,IFCIDENTIFIER('1'),$);
#71=IFCPROPERTYSINGLEVALUE('AboveGround',$,IFCLOGICAL(.U.),$);
#72=IFCPROPERTYSINGLEVALUE('Computation Height',$,IFCLENGTHMEASURE(0.),$);
#73=IFCPROPERTYSINGLEVALUE('Type Name',$,IFCTEXT($),$);
#74=IFCPROPERTYSINGLEVALUE('Workset',$,IFCIDENTIFIER('Level Types'),$);
#75=IFCPROPERTYSINGLEVALUE('Structural',$,IFCBOOLEAN(.F.),$);
#76=IFCPROPERTYSINGLEVALUE('Building Story',$,IFCBOOLEAN(.T.),$);
#77=IFCPROPERTYSINGLEVALUE('Name',$,IFCTEXT($),$);
#78=IFCPROPERTYSINGLEVALUE('Elevation Base',$,IFCIDENTIFIER('Project Base Point'),$);
#79=IFCPROPERTYSINGLEVALUE('Elevation',$,IFCLENGTHMEASURE(13090.),$);
#80=IFCPROPERTYSINGLEVALUE('Type',$,IFCLABEL($),$);
#81=IFCPROPERTYSINGLEVALUE('Family and Type',$,IFCLABEL($),$);
#82=IFCPROPERTYSINGLEVALUE('Type Id',$,IFCLABEL($),$);
#83=IFCPROPERTYSINGLEVALUE('Family',$,IFCLABEL($),$);
#84=IFCPROPERTYSINGLEVALUE('Category',$,IFCLABEL($),$);
#85=IFCPROPERTYSINGLEVALUE('Family Name',$,IFCTEXT($),$);
#86=IFCRELDEFINESBYPROPERTIES('0KMhLSquzE1B8IZaWVToCK',#1,$,$,(#16),#87);
#87=IFCPROPERTYSET('27WPDmjXn3RvRTC48DIKsz',#1,'Graphics',$,(#65,#66,#67,#68,#69,#70));
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#89=IFCPROPERTYSET('2ANWB4y899DRgRr3qzULxr',#1,'Pset_BuildingStoreyCommon',$,(#71));
#90=IFCRELDEFINESBYPROPERTIES('3e2J7GWszBju6qbv7yhAoK',#1,$,$,(#16),#91);
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#92=IFCRELDEFINESBYPROPERTIES('1HmDeB3cL0IQw5DgcGsRDO',#1,$,$,(#16),#93);
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#95=IFCPROPERTYSET('240VkGr3TD4v3t$KeOnOa9',#1,'Constraints',$,(#78,#79));
#96=IFCRELDEFINESBYPROPERTIES('3Ic7Uuzrf8mvEAbGc$sD4F',#1,$,$,(#16),#97);
#97=IFCPROPERTYSET('1VlPteWtTDGuKdBh3fO$5b',#1,'Other',$,(#82,#81,#83,#80,#84,#85));
#98=IFCPROPERTYSINGLEVALUE('Reinforcement Volume',$,IFCVOLUMEMEASURE(1.32700873687633E-3),$);
#99=IFCPROPERTYSINGLEVALUE('Estimated Reinforcement Volume',$,IFCVOLUMEMEASURE(1.32700873687633E-3),$);
#100=IFCPROPERTYSINGLEVALUE('Total Bar Length',$,IFCLENGTHMEASURE(6600.),$);
#101=IFCPROPERTYSINGLEVALUE('A',$,IFCLENGTHMEASURE(0.),$);
#102=IFCPROPERTYSINGLEVALUE('C',$,IFCLENGTHMEASURE(0.),$);
#103=IFCPROPERTYSINGLEVALUE('D',$,IFCLENGTHMEASURE(0.),$);
#104=IFCPROPERTYSINGLEVALUE('E',$,IFCLENGTHMEASURE(0.),$);
#105=IFCPROPERTYSINGLEVALUE('F',$,IFCLENGTHMEASURE(0.),$);
#106=IFCPROPERTYSINGLEVALUE('G',$,IFCLENGTHMEASURE(0.),$);
#107=IFCPROPERTYSINGLEVALUE('h',$,IFCLENGTHMEASURE(0.),$);
#108=IFCPROPERTYSINGLEVALUE('J',$,IFCLENGTHMEASURE(0.),$);
#109=IFCPROPERTYSINGLEVALUE('k',$,IFCLENGTHMEASURE(0.),$);
#110=IFCPROPERTYSINGLEVALUE('O',$,IFCLENGTHMEASURE(0.),$);
#111=IFCPROPERTYSINGLEVALUE('R',$,IFCLENGTHMEASURE(0.),$);
#112=IFCPROPERTYSINGLEVALUE('Bar Diameter',$,IFCLENGTHMEASURE(16.),$);
#113=IFCPROPERTYSINGLEVALUE('Standard Bend Diameter',$,IFCLENGTHMEASURE(48.),$);
#114=IFCPROPERTYSINGLEVALUE('Standard Hook Bend Diameter',$,IFCLENGTHMEASURE(48.),$);
#115=IFCPROPERTYSINGLEVALUE('Stirrup/Tie Bend Diameter',$,IFCLENGTHMEASURE(48.),$);
#116=IFCPROPERTYSINGLEVALUE('Maximum Bend Radius',$,IFCLENGTHMEASURE(18000.),$);
#117=IFCPROPERTYSINGLEVALUE('b',$,IFCLENGTHMEASURE(2200.),$);
#118=IFCPROPERTYSINGLEVALUE('Bar Length',$,IFCLENGTHMEASURE(2200.),$);
#119=IFCPROPERTYSINGLEVALUE('Layout Rule',$,IFCIDENTIFIER('Number with Spacing'),$);
#120=IFCPROPERTYSINGLEVALUE('Quantity',$,IFCINTEGER(3),$);
#121=IFCPROPERTYSINGLEVALUE('Spacing',$,IFCLENGTHMEASURE(75.),$);
#122=IFCPROPERTYSINGLEVALUE('Workset',$,IFCIDENTIFIER('Rebar Types'),$);
#123=IFCPROPERTYSINGLEVALUE('Type Name',$,IFCTEXT($),$);
#124=IFCPROPERTYSINGLEVALUE('Host Category',$,IFCIDENTIFIER('Wall'),$);
#125=IFCPROPERTYSINGLEVALUE('Edited by',$,IFCTEXT($),$);
#126=IFCPROPERTYSINGLEVALUE('Subcategory',$,IFCLABEL($),$);
#127=IFCPROPERTYSINGLEVALUE('Family Name',$,IFCTEXT($),$);
#128=IFCPROPERTYSINGLEVALUE('Family and Type',$,IFCLABEL($),$);
#129=IFCPROPERTYSINGLEVALUE('Type Id',$,IFCLABEL($),$);
#130=IFCPROPERTYSINGLEVALUE('Family',$,IFCLABEL($),$);
#131=IFCPROPERTYSINGLEVALUE('Type',$,IFCLABEL($),$);
#132=IFCPROPERTYSINGLEVALUE('Category',$,IFCLABEL($),$);
#133=IFCPROPERTYSINGLEVALUE('ISOCD3766ShapeCode',$,IFCLABEL($),$);
#134=IFCPROPERTYSINGLEVALUE('ISOCD3766ShapeParameter_R',$,IFCPOSITIVELENGTHMEASURE(24.),$);
#135=IFCPROPERTYSINGLEVALUE('ISOCD3766ShapeParameter_b',$,IFCPOSITIVELENGTHMEASURE(2200.),$);
#136=IFCPROPERTYSINGLEVALUE('Phase Created',$,IFCLABEL($),$);
#137=IFCPROPERTYSINGLEVALUE('Deformation',$,IFCIDENTIFIER('Deformed'),$);
#138=IFCPROPERTYSINGLEVALUE('Rebar Number',$,IFCTEXT($),$);
#139=IFCPROPERTYSINGLEVALUE('Shape',$,IFCLABEL($),$);
#140=IFCPROPERTYSINGLEVALUE('Schedule Mark',$,IFCTEXT($),$);
#141=IFCPROPERTYSINGLEVALUE('Bend Diameter',$,IFCLENGTHMEASURE(48.),$);
#142=IFCPROPERTYSINGLEVALUE('Style',$,IFCIDENTIFIER('Standard'),$);
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#174=IFCPROPERTYSINGLEVALUE('Project Address',$,IFCTEXT($),$);
#175=IFCPROPERTYSINGLEVALUE('Project Name',$,IFCTEXT($),$);
#176=IFCPROPERTYSINGLEVALUE('RM_R2R_LinkSessionIdList',$,IFCTEXT($),$);
#177=IFCPROPERTYSINGLEVALUE('Project Number',$,IFCTEXT($),$);
#178=IFCPROPERTYSINGLEVALUE('RMProject_Name',$,IFCTEXT($),$);
#179=IFCPROPERTYSINGLEVALUE('SOptRevitBuild',$,IFCTEXT($),$);
#180=IFCPROPERTYSINGLEVALUE('Project Issue Date',$,IFCTEXT($),$);
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#230=IFCPERSON($,'IfcOpenShell','IfcOpenShell',$,$,$,$,$);
#231=IFCORGANIZATION($,'IfcOpenShell',$,$,$);
#232=IFCPERSONANDORGANIZATION(#230,#231,$);
#233=IFCAPPLICATION(#231,'0.6.0b0','IfcConvert','IfcConvert0.6.0b0');
#234=IFCOWNERHISTORY(#232,#233,$,.MODIFIED.,$,$,$,1560855824);
#242=IFCPERSON($,'IfcOpenShell','IfcOpenShell',$,$,$,$,$);
#243=IFCORGANIZATION($,'IfcOpenShell',$,$,$);
#244=IFCPERSONANDORGANIZATION(#242,#243,$);
#245=IFCAPPLICATION(#243,'0.6.0b0','IfcConvert','IfcConvert0.6.0b0');
#246=IFCOWNERHISTORY(#244,#245,$,.MODIFIED.,$,$,$,1605384078);
#247=IFCQUANTITYAREA('Total Surface Area',$,$,0.11098618526602);
#248=IFCQUANTITYVOLUME('Volume',$,$,0.000442336245625424);
#249=IFCQUANTITYAREA('Footprint Area',$,$,0.000201061929829703);
#250=IFCPHYSICALCOMPLEXQUANTITY('Shape Validation Properties',$,(#251),$,$,$);
#251=IFCQUANTITYCOUNT('Surface Genus','#31',$,0);
#252=IFCELEMENTQUANTITY('3HFRAVqmLEJBncrTMSz3Lf',#246,$,$,$,(#247,#248,#249,#250));
#253=IFCRELDEFINESBYPROPERTIES('091o8txIjFA8gNqjWBcnUy',#246,$,$,(#28),#252);
ENDSEC;
END-ISO-10303-21;