ISO-10303-21;
HEADER;
FILE_DESCRIPTION((''),'2;1');
FILE_NAME('','2019-03-24T14:01:42',(''),(''),'BuildingSmart IfcKit by Constructivity','IfcDoc 12.0.0.0','');
FILE_SCHEMA(('IFC4x2'));
ENDSEC;

DATA;

#1= IfcProject('0QjBRF7yLCTh4HRF3GOF1t',#2,'Project',$,$,$,$,(#3,#4),#5);
#2= IfcOwnerHistory(#7,#8,.READWRITE.,.NOCHANGE.,$,$,$,1320677205);
#3= IfcGeometricRepresentationContext('3D','Model',3,1.0E-05,#9,$);
#4= IfcGeometricRepresentationContext('2D','Plan',2,1.0E-05,#17,$);
#5= IfcUnitAssignment((#18,#19,#20,#21,#22,#23,#24,#25,#26,#27,#28,#29,#30,#31,#32,#33,#34,#35,#36,#37));
#7= IfcPersonAndOrganization(#38,#39,$);
#8= IfcApplication(#40,'0.8','Constructivity','CONSTRUCTIVITY');
#9= IfcAxis2Placement3D(#41,$,$);
#10= IfcTopologyRepresentation(#3,'Reference','Vertex',(#42));
#11= IfcTopologyRepresentation(#3,'Reference','Vertex',(#44));
#12= IfcTopologyRepresentation(#3,'Reference','Edge',(#46));
#13= IfcTopologyRepresentation(#3,'Reference','Vertex',(#48));
#14= IfcTopologyRepresentation(#3,'Reference','Vertex',(#50));
#15= IfcTopologyRepresentation(#3,'Reference','Edge',(#52));
#16= IfcTopologyRepresentation(#3,'Reference','Edge',(#54));
#17= IfcAxis2Placement3D(#56,$,$);
#18= IfcConversionBasedUnit(#57,.AREAUNIT.,'square inch',#58);
#19= IfcConversionBasedUnit(#59,.FORCEUNIT.,'pound-force',#60);
#20= IfcConversionBasedUnit(#61,.LENGTHUNIT.,'inch',#62);
#21= IfcConversionBasedUnit(#63,.MASSUNIT.,'pound',#64);
#22= IfcConversionBasedUnit(#65,.PLANEANGLEUNIT.,'degree',#66);
#23= IfcConversionBasedUnit(#67,.PRESSUREUNIT.,'pound-force per square inch',#68);
#24= IfcConversionBasedUnit(#69,.VOLUMEUNIT.,'cubic inch',#70);
#25= IfcDerivedUnit((#71,#72),.LINEARFORCEUNIT.,$);
#26= IfcDerivedUnit((#73,#74,#75),.LINEARMOMENTUNIT.,$);
#27= IfcDerivedUnit((#76,#77),.LINEARSTIFFNESSUNIT.,$);
#28= IfcDerivedUnit((#78,#79),.MASSDENSITYUNIT.,$);
#29= IfcDerivedUnit((#80,#81),.MASSPERLENGTHUNIT.,$);
#30= IfcDerivedUnit((#82),.MODULUSOFELASTICITYUNIT.,$);
#31= IfcDerivedUnit((#83),.MOMENTOFINERTIAUNIT.,$);
#32= IfcDerivedUnit((#84,#85),.PLANARFORCEUNIT.,$);
#33= IfcDerivedUnit((#86,#87),.ROTATIONALMASSUNIT.,$);
#34= IfcDerivedUnit((#88,#89,#90),.ROTATIONALSTIFFNESSUNIT.,$);
#35= IfcDerivedUnit((#91),.SECTIONAREAINTEGRALUNIT.,$);
#36= IfcDerivedUnit((#92),.SECTIONMODULUSUNIT.,$);
#37= IfcDerivedUnit((#93),.SHEARMODULUSUNIT.,$);
#38= IfcPerson('Tim',$,$,$,$,$,$,$);
#39= IfcOrganization($,'Tim-PC',$,$,$);
#40= IfcOrganization($,'Constructivity.com LLC',$,$,$);
#41= IfcCartesianPoint((0.,0.,0.));
#42= IfcVertexPoint(#94);
#43= IfcProductDefinitionShape($,$,(#10));
#44= IfcVertexPoint(#96);
#45= IfcProductDefinitionShape($,$,(#11));
#46= IfcEdge(#42,#44);
#47= IfcProductDefinitionShape($,$,(#12));
#48= IfcVertexPoint(#99);
#49= IfcProductDefinitionShape($,$,(#13));
#50= IfcVertexPoint(#101);
#51= IfcProductDefinitionShape($,$,(#14));
#52= IfcEdge(#48,#50);
#53= IfcProductDefinitionShape($,$,(#15));
#54= IfcEdge(#44,#50);
#55= IfcProductDefinitionShape($,$,(#16));
#56= IfcCartesianPoint((0.,0.,0.));
#57= IfcDimensionalExponents(2,0,0,0,0,0,0);
#58= IfcMeasureWithUnit(IfcAreaMeasure(0.0006452),#105);
#59= IfcDimensionalExponents(1,1,-2,0,0,0,0);
#60= IfcMeasureWithUnit(IfcMassMeasure(4.44822162),#106);
#61= IfcDimensionalExponents(1,0,0,0,0,0,0);
#62= IfcMeasureWithUnit(IfcLengthMeasure(0.0254),#107);
#63= IfcDimensionalExponents(0,1,0,0,0,0,0);
#64= IfcMeasureWithUnit(IfcMassMeasure(0.45359237),#108);
#65= IfcDimensionalExponents(0,0,0,0,0,0,0);
#66= IfcMeasureWithUnit(IfcPlaneAngleMeasure(0.0174532925199433),#109);
#67= IfcDimensionalExponents(-1,1,-2,0,0,0,0);
#68= IfcMeasureWithUnit(IfcPressureMeasure(6894.7572932),#110);
#69= IfcDimensionalExponents(3,0,0,0,0,0,0);
#70= IfcMeasureWithUnit(IfcVolumeMeasure(1.639E-05),#111);
#71= IfcDerivedUnitElement(#19,1);
#72= IfcDerivedUnitElement(#20,-1);
#73= IfcDerivedUnitElement(#19,1);
#74= IfcDerivedUnitElement(#20,1);
#75= IfcDerivedUnitElement(#20,-1);
#76= IfcDerivedUnitElement(#19,1);
#77= IfcDerivedUnitElement(#20,-1);
#78= IfcDerivedUnitElement(#21,1);
#79= IfcDerivedUnitElement(#24,-1);
#80= IfcDerivedUnitElement(#21,1);
#81= IfcDerivedUnitElement(#20,-1);
#82= IfcDerivedUnitElement(#23,1);
#83= IfcDerivedUnitElement(#20,4);
#84= IfcDerivedUnitElement(#19,1);
#85= IfcDerivedUnitElement(#18,-1);
#86= IfcDerivedUnitElement(#21,1);
#87= IfcDerivedUnitElement(#18,-1);
#88= IfcDerivedUnitElement(#19,1);
#89= IfcDerivedUnitElement(#20,1);
#90= IfcDerivedUnitElement(#22,-1);
#91= IfcDerivedUnitElement(#20,5);
#92= IfcDerivedUnitElement(#20,3);
#93= IfcDerivedUnitElement(#23,1);
#94= IfcCartesianPoint((0.,0.,0.));
#96= IfcCartesianPoint((0.,0.,120.));
#99= IfcCartesianPoint((192.,0.,0.));
#101= IfcCartesianPoint((192.,0.,120.));
#105= IfcSIUnit($,.AREAUNIT.,$,.SQUARE_METRE.);
#106= IfcSIUnit($,.FORCEUNIT.,$,.NEWTON.);
#107= IfcSIUnit($,.LENGTHUNIT.,$,.METRE.);
#108= IfcSIUnit($,.MASSUNIT.,.KILO.,.GRAM.);
#109= IfcSIUnit($,.PLANEANGLEUNIT.,$,.RADIAN.);
#110= IfcSIUnit($,.PRESSUREUNIT.,$,.PASCAL.);
#111= IfcSIUnit($,.VOLUMEUNIT.,$,.CUBIC_METRE.);

#6= IfcRelDeclares('1Frhk31Z12CR9mBbodz9XE',#2,'GROUP',$,#1,(#112));

#95= IfcStructuralPointConnection('3539fAVu96i8mFr0cgUqeI',#2,'Point Connection #1',$,$,$,#43,#113,$);
#113= IfcBoundaryNodeCondition('Fixed',IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.));

#97= IfcStructuralPointConnection('2mc6ibF258HPIpTmqg6DSl',#2,'Point Connection #2',$,$,$,#45,$,$);

#98= IfcStructuralCurveMember('3eXlZ8csrAvfIIXVwC_gVP',#2,'Curve Member #1',$,$,$,#47,.RIGID_JOINED_MEMBER.,#121);
#121= IfcDirection((1.,0.,0.));

#100= IfcStructuralPointConnection('1dqi3aUQP3yeww5muaF15h',#2,'Point Connection #3',$,$,$,#49,#124,$);
#124= IfcBoundaryNodeCondition('Fixed',IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.),IfcBoolean(.T.));

#102= IfcStructuralPointConnection('0IHrRf6abAZwDys7n7fbS2',#2,'Point Connection #4',$,$,$,#51,$,$);

#103= IfcStructuralCurveMember('3jULd7ui93JOXl5trkpgTT',#2,'Curve Member #2',$,$,$,#53,.RIGID_JOINED_MEMBER.,#131);
#131= IfcDirection((1.,0.,0.));

#104= IfcStructuralCurveMember('25vEW7EzrBTvz5cbNWzhP$',#2,'Curve Member #3',$,$,$,#55,.RIGID_JOINED_MEMBER.,#133);
#133= IfcDirection((0.,0.,1.));

#112= IfcStructuralAnalysisModel('0VYesmxUHFNez26MoJx5F3',#2,'Structural Analysis #1',$,$,.NOTDEFINED.,#136,(#137),(#138),#139);
#136= IfcAxis2Placement3D(#140,$,$);
#139= IfcLocalPlacement($,#141);
#140= IfcCartesianPoint((0.,0.,0.));
#141= IfcAxis2Placement3D(#142,$,$);
#142= IfcCartesianPoint((0.,0.,0.));

#114= IfcRelAssignsToGroup('3mDDAcu390$A5orhhUv4qv',#2,$,$,(#95,#97,#98,#100,#102,#103,#104),.PRODUCT.,#112);

#115= IfcRelConnectsStructuralActivity('2nVw9fFML1G8QuiGnXOdEh',#2,$,$,#95,#143);

#116= IfcRelConnectsStructuralActivity('2l0cjBJHH8nxFBsGxDKSfi',#2,$,$,#95,#144);

#117= IfcRelConnectsStructuralMember('2Z9w70JuDEUx6TnggLE2wU',#2,$,$,#98,#95,$,$,$,$);

#118= IfcRelConnectsStructuralActivity('2iaDWtrbn6W9TfDxfsikIH',#2,$,$,#97,#145);

#119= IfcRelConnectsStructuralMember('1GClK7cwT80xzpZuaAlGXp',#2,$,$,#98,#97,$,$,$,$);

#120= IfcRelConnectsStructuralMember('3ZUyJTZMHEev9njAeNDQUT',#2,$,$,#104,#97,$,$,$,$);

#122= IfcRelAssociatesMaterial('01kVXT9hb7C80NqRflZZF9',#2,$,$,(#98,#103,#104),#146);
#146= IfcMaterialProfileSetUsage(#147,$,$);
#147= IfcMaterialProfileSet($,$,(#148),$);
#148= IfcMaterialProfile($,$,#149,#150,$,$);
#149= IfcMaterial('ASTM A36',$,'Steel');
#150= IfcIShapeProfileDef(.AREA.,'W10X30',$,5.81,10.5,0.3,0.51,0.125,$,$);
#151= IfcMaterialProperties('Pset_MaterialCommon',$,(#154),#149);
#152= IfcMaterialProperties('Pset_MaterialMechanical',$,(#155,#156),#149);
#153= IfcProfileProperties('Pset_ProfileMechanical',$,(#157,#158,#159,#160,#161),#150);
#154= IfcPropertySingleValue('MassDensity',$,IfcMassDensityMeasure(0.284011391108717),$);
#155= IfcPropertySingleValue('YoungModulus',$,IfcModulusOfElasticityMeasure(29.),$);
#156= IfcPropertySingleValue('ShearModulus',$,IfcModulusOfElasticityMeasure(11.2),$);
#157= IfcPropertySingleValue('MassPerLength',$,IfcMassPerLengthMeasure(2.5),$);
#158= IfcPropertySingleValue('CrossSectionArea',$,IfcAreaMeasure(8.84),$);
#159= IfcPropertySingleValue('MomentOfInertiaY',$,IfcMomentOfInertiaMeasure(170.),$);
#160= IfcPropertySingleValue('MomentOfInertiaZ',$,IfcMomentOfInertiaMeasure(16.7),$);
#161= IfcPropertySingleValue('TorsionalSectionModulus',$,IfcSectionModulusMeasure(0.622),$);

#123= IfcRelConnectsStructuralActivity('2vTn7XCur6sByitir9a9jj',#2,$,$,#98,#162);

#125= IfcRelConnectsStructuralActivity('0yGyLgS9T3Y9D6VtgcdAkS',#2,$,$,#100,#163);

#126= IfcRelConnectsStructuralActivity('0Whra2O$v9wePeIU6IImNQ',#2,$,$,#100,#164);

#127= IfcRelConnectsStructuralMember('0r1xJykBf1OOYUn7dRt3DM',#2,$,$,#103,#100,$,$,$,$);

#128= IfcRelConnectsStructuralActivity('2ukIn71Pr2VwtcAQ5GPi8T',#2,$,$,#102,#165);

#129= IfcRelConnectsStructuralMember('1$D3QsVBj2kf4iUp5hUEu2',#2,$,$,#103,#102,$,$,$,$);

#130= IfcRelConnectsStructuralMember('3Y3WZZzV16XQ$1wEZLWjJX',#2,$,$,#104,#102,$,$,$,$);

#132= IfcRelConnectsStructuralActivity('23GMRW_cf7tA667rAWkQOC',#2,$,$,#103,#166);

#134= IfcRelConnectsStructuralActivity('0XvroPpOb4FPsGBZQ$pgtA',#2,$,$,#104,#167);

#135= IfcRelConnectsStructuralActivity('1tmGmLIfTFnBfWx$tia32R',#2,$,$,#104,#168);

#137= IfcStructuralLoadCase('2fv4DZfY55exwX8QDy8dmw',#2,'Structural Load Case #1',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));

#138= IfcStructuralResultGroup('3nK7dm3u9EYhoBHOTo765A',#2,$,$,$,.FIRST_ORDER_THEORY.,#137,.T.);

#143= IfcStructuralPointReaction('0Ci9_J7iLDhuBtYHGEpcTw',#2,$,$,$,$,$,#171,.GLOBAL_COORDS.);
#171= IfcStructuralLoadSingleDisplacement($,0.,0.,0.,0.,0.,0.);

#144= IfcStructuralPointReaction('1VIuS9lz50U9$sbX2t8CSb',#2,$,$,$,$,$,#172,.GLOBAL_COORDS.);
#172= IfcStructuralLoadSingleForce($,1422.66326629449,0.,2278.52897011915,0.,66694.8548930371,0.);

#145= IfcStructuralPointReaction('2Xxob9ZATFeQmLnunjg4E$',#2,$,$,$,$,$,#173,.GLOBAL_COORDS.);
#173= IfcStructuralLoadSingleDisplacement($,-0.00112040278567376,0.,-7.54271659073925E-05,0.,3.08969735441016E-05,0.);

#162= IfcStructuralCurveReaction('0SH7YcIWrB8Q4VcWjfXpnn',#2,$,$,$,$,$,#174,.GLOBAL_COORDS.,.DISCRETE.);
#174= IfcStructuralLoadConfiguration('Member End Reactions',(#175,#176),((0.),(120.)));
#175= IfcStructuralLoadSingleForce('Head',2278.52897011915,0.,-1422.66326629449,0.,66694.8548930371,0.);
#176= IfcStructuralLoadSingleForce('Tail',-2278.52897011915,0.,1422.66326629449,0.,104027.289932507,0.);

#163= IfcStructuralPointReaction('2YqhTmxQv6_AQPAcaE66Xu',#2,$,$,$,$,$,#177,.GLOBAL_COORDS.);
#177= IfcStructuralLoadSingleDisplacement($,0.,0.,0.,0.,0.,0.);

#164= IfcStructuralPointReaction('1b1zM4uHz8exw0fvIGvpGQ',#2,$,$,$,$,$,#178,.GLOBAL_COORDS.);
#178= IfcStructuralLoadSingleForce($,-1422.73493120008,0.,7321.47102988085,0.,-43375.4476654014,0.);

#165= IfcStructuralPointReaction('33628eH254VAe0O7d63nzI',#2,$,$,$,$,$,#179,.GLOBAL_COORDS.);
#179= IfcStructuralLoadSingleDisplacement($,-0.00119575654821984,0.,-0.000242365937540883,0.,-6.94996291089951E-05,0.);

#166= IfcStructuralCurveReaction('1L3TtLyyPEzgk1VyvDrWiH',#2,$,$,$,$,$,#180,.GLOBAL_COORDS.,.DISCRETE.);
#180= IfcStructuralLoadConfiguration('Member End Reactions',(#181,#182),((0.),(120.)));
#181= IfcStructuralLoadSingleForce('Head',7321.47102988085,0.,1422.73493120008,0.,-43375.4476654014,0.);
#182= IfcStructuralLoadSingleForce('Tail',-7321.47102988085,0.,-1422.73493120008,0.,-127343.989381682,0.);

#167= IfcStructuralCurveAction('2WSwGyLsrFNA9TLOq_ifyd',#2,'Structural Curve Action #1',$,$,$,$,#183,.GLOBAL_COORDS.,.F.,$,.LINEAR.);
#183= IfcStructuralLoadConfiguration($,(#184,#185),((96.),(192.)));
#184= IfcStructuralLoadLinearForce('Nominal',$,$,-100.,$,$,$);
#185= IfcStructuralLoadLinearForce('Nominal',$,$,-100.,$,$,$);

#168= IfcStructuralCurveReaction('2ssucs0rX8KgBecASOwgSd',#2,$,$,$,$,$,#186,.GLOBAL_COORDS.,.DISCRETE.);
#186= IfcStructuralLoadConfiguration('Member End Reactions',(#187,#188),((0.),(192.)));
#187= IfcStructuralLoadSingleForce('Head',1422.69473557039,0.,2278.52222225513,0.,-104030.36194645,0.);
#188= IfcStructuralLoadSingleForce('Tail',-1422.69473557039,0.,7321.47777774487,0.,127353.857770554,0.);

#169= IfcRelAssignsToGroup('2OygXKIkL35eDtUalQjese',#2,$,$,(#167),.PRODUCT.,#137);

#170= IfcRelAssignsToGroup('2dN5hErLP9zB0e5nA$yT0F',#2,$,$,(#143,#144,#145,#163,#164,#165,#162,#166,#168),.PRODUCT.,#138);
ENDSEC;

END-ISO-10303-21;