ISO-10303-21;
HEADER;
FILE_DESCRIPTION($,'2;1');
FILE_NAME('IfcStructuralCurveMember01.ifc','2011-11-07T14:57:06',(''),(''),'Constructivity 0.9.1','Constructivity 0.9.1','');
FILE_SCHEMA(('IFC4'));
ENDSEC;
DATA;
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#3=IFCPERSON('Tim',$,$,$,$,$,$,$);
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/* Units */
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#207=IFCUNITASSIGNMENT((#12,#24,#31,#39,#43,#48,#59,#98,#102,#105,#114,#120,#122,#141,#144,#149,#153,#155,#157,#159));
/* The project */
#208=IFCPROJECT('0QjBRF7yLCTh4HRF3GOF1t',#209,'Project',$,$,$,$,(#212,#215),#207);
/* Owner history referenced by all objects */
#209=IFCOWNERHISTORY(#5,#1,.READWRITE.,.NOCHANGE.,$,$,$,1320677205);
/* Project coordinate system */
#210=IFCCARTESIANPOINT((0.,0.,0.));
#211=IFCAXIS2PLACEMENT3D(#210,$,$);
#212=IFCGEOMETRICREPRESENTATIONCONTEXT('3D','Model',3,0.00001,#211,$);
#213=IFCCARTESIANPOINT((0.,0.,0.));
#214=IFCAXIS2PLACEMENT3D(#213,$,$);
#215=IFCGEOMETRICREPRESENTATIONCONTEXT('2D','Plan',2,0.00001,#214,$);
/* Structural analysis model */
#216=IFCSTRUCTURALANALYSISMODEL('0VYesmxUHFNez26MoJx5F3',#209,'Structural Analysis #1',$,$,.NOTDEFINED.,#219,(#312),(#2729),#220);
#218=IFCCARTESIANPOINT((0.,0.,0.));
#219=IFCAXIS2PLACEMENT3D(#218,$,$);
#220=IFCLOCALPLACEMENT($,#222);
#221=IFCCARTESIANPOINT((0.,0.,0.));
#222=IFCAXIS2PLACEMENT3D(#221,$,$);
/* Analysis model is declared on project; this distinguishes top-level analysis models from potential aggregated sub-models */
#224=IFCRELDECLARES('1Frhk31Z12CR9mBbodz9XE',#209,'GROUP',$,#208,(#216));
/* The structural member for the left column (object) */
#228=IFCSTRUCTURALCURVEMEMBER('3eXlZ8csrAvfIIXVwC_gVP',#209,'Curve Member #1',$,$,$,#255,.RIGID_JOINED_MEMBER.,#230);
#230=IFCDIRECTION((1.,0.,0.));
/* The structural node underneath the left column */
#232=IFCCARTESIANPOINT((0.,0.,0.));
#233=IFCVERTEXPOINT(#232);
#234=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#233));
#235=IFCPRODUCTDEFINITIONSHAPE($,$,(#234));
#236=IFCSTRUCTURALPOINTCONNECTION('3539fAVu96i8mFr0cgUqeI',#209,'Point Connection #1',$,$,$,#235,#242,$);
/* assignment of connections and members to the analysis model */
#239=IFCRELASSIGNSTOGROUP('3mDDAcu390$A5orhhUv4qv',#209,$,$,(#236,#247,#228,#271,#280,#263,#296),.PRODUCT.,#216);
/* fixed restraint at node underneath left column */
#242=IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
/* The structural node above the left column */
#243=IFCCARTESIANPOINT((0.,0.,120.));
#244=IFCVERTEXPOINT(#243);
#245=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#244));
#246=IFCPRODUCTDEFINITIONSHAPE($,$,(#245));
#247=IFCSTRUCTURALPOINTCONNECTION('2mc6ibF258HPIpTmqg6DSl',#209,'Point Connection #2',$,$,$,#246,$,$);
/* The structural member for the left column (representation) */
#252=IFCEDGE(#233,#244);
#253=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#252));
#255=IFCPRODUCTDEFINITIONSHAPE($,$,(#253));
#258=IFCRELCONNECTSSTRUCTURALMEMBER('2Z9w70JuDEUx6TnggLE2wU',#209,$,$,#228,#236,$,$,$,$);
#260=IFCRELCONNECTSSTRUCTURALMEMBER('1GClK7cwT80xzpZuaAlGXp',#209,$,$,#228,#247,$,$,$,$);
/* The structural member for the right column (object) */
#263=IFCSTRUCTURALCURVEMEMBER('3jULd7ui93JOXl5trkpgTT',#209,'Curve Member #2',$,$,$,#288,.RIGID_JOINED_MEMBER.,#265);
#265=IFCDIRECTION((1.,0.,0.));
/* The structural node underneath the right column */
#267=IFCCARTESIANPOINT((192.,0.,0.));
#268=IFCVERTEXPOINT(#267);
#269=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#268));
#270=IFCPRODUCTDEFINITIONSHAPE($,$,(#269));
#271=IFCSTRUCTURALPOINTCONNECTION('1dqi3aUQP3yeww5muaF15h',#209,'Point Connection #3',$,$,$,#270,#275,$);
#275=IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
/* The structural node connecting the right column to the beam */
#276=IFCCARTESIANPOINT((192.,0.,120.));
#277=IFCVERTEXPOINT(#276);
#278=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#277));
#279=IFCPRODUCTDEFINITIONSHAPE($,$,(#278));
#280=IFCSTRUCTURALPOINTCONNECTION('0IHrRf6abAZwDys7n7fbS2',#209,'Point Connection #4',$,$,$,#279,$,$);
/* The structural member for the right column (representation) */
#285=IFCEDGE(#268,#277);
#286=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#285));
#288=IFCPRODUCTDEFINITIONSHAPE($,$,(#286));
#291=IFCRELCONNECTSSTRUCTURALMEMBER('0r1xJykBf1OOYUn7dRt3DM',#209,$,$,#263,#271,$,$,$,$);
#293=IFCRELCONNECTSSTRUCTURALMEMBER('1$D3QsVBj2kf4iUp5hUEu2',#209,$,$,#263,#280,$,$,$,$);
/* The structural member for the beam */
#296=IFCSTRUCTURALCURVEMEMBER('25vEW7EzrBTvz5cbNWzhP$',#209,'Curve Member #3',$,$,$,#304,.RIGID_JOINED_MEMBER.,#298);
#298=IFCDIRECTION((0.,0.,1.));
#301=IFCEDGE(#244,#277);
#302=IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#301));
#304=IFCPRODUCTDEFINITIONSHAPE($,$,(#302));
#307=IFCRELCONNECTSSTRUCTURALMEMBER('3ZUyJTZMHEev9njAeNDQUT',#209,$,$,#296,#247,$,$,$,$);
#309=IFCRELCONNECTSSTRUCTURALMEMBER('3Y3WZZzV16XQ$1wEZLWjJX',#209,$,$,#296,#280,$,$,$,$);
/* single load case */
#312=IFCSTRUCTURALLOADCASE('2fv4DZfY55exwX8QDy8dmw',#209,'Structural Load Case #1',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));
/* linear load along left half of beam */
#317=IFCSTRUCTURALCURVEACTION('2WSwGyLsrFNA9TLOq_ifyd',#209,'Structural Curve Action #1',$,$,$,$,#326,.GLOBAL_COORDS.,.F.,$,.LINEAR.);
#326=IFCSTRUCTURALLOADCONFIGURATION($,(#327,#329),((96.)(96.),(192.)(192.)));
#327=IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
#329=IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
#335=IFCRELCONNECTSSTRUCTURALACTIVITY('0XvroPpOb4FPsGBZQ$pgtA',#209,$,$,#296,#317);
#337=IFCRELASSIGNSTOGROUP('2OygXKIkL35eDtUalQjese',#209,$,$,(#317),.PRODUCT.,#312);
/* Material profile set associated with each structural member */
#340=IFCMATERIALPROFILESET($,$,(#342),$);
#342=IFCMATERIALPROFILE($,$,#353,#419,$,$);
#344=IFCMATERIALPROFILESETUSAGE(#340,$,$);
#345=IFCRELASSOCIATESMATERIAL('01kVXT9hb7C80NqRflZZF9',#209,$,$,(#228,#263,#296),#344);
/* Material and properties */
#353=IFCMATERIAL('ASTM A36',$,'Steel');
#371=IFCPROPERTYSINGLEVALUE('MassDensity',$,IFCMASSDENSITYMEASURE(0.284011391108717),$);
#372=IFCMATERIALPROPERTIES('Pset_MaterialCommon',$,(#371),#353);
#375=IFCPROPERTYSINGLEVALUE('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(29.),$);
#376=IFCPROPERTYSINGLEVALUE('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(11.2),$);
#379=IFCMATERIALPROPERTIES('Pset_MaterialMechanical',$,(#375,#376),#353);
/* Profile and properties */
#419=IFCISHAPEPROFILEDEF(.AREA.,'W10X30',$,5.81,10.5,0.3,0.51,0.125,$,$);
#965=IFCPROPERTYSINGLEVALUE('MassPerLength',$,IFCMASSPERLENGTHMEASURE(2.5),$);
#966=IFCPROPERTYSINGLEVALUE('CrossSectionArea',$,IFCAREAMEASURE(8.84),$);
#974=IFCPROPERTYSINGLEVALUE('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(170.),$);
#975=IFCPROPERTYSINGLEVALUE('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(16.7),$);
#985=IFCPROPERTYSINGLEVALUE('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);
#990=IFCPROFILEPROPERTIES('Pset_ProfileMechanical',$,(#965,#966,#974,#975,#985),#419);
/* The result group indicating reactions for the load case */
#2729=IFCSTRUCTURALRESULTGROUP('3nK7dm3u9EYhoBHOTo765A',#209,$,$,$,.FIRST_ORDER_THEORY.,#312,.T.);
/* The node below the left column has no displacement (it has fixed boundary condition so it shouldn't) */
#2732=IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
#2733=IFCSTRUCTURALPOINTREACTION('0Ci9_J7iLDhuBtYHGEpcTw',#209,$,$,$,$,$,#2732,.GLOBAL_COORDS.);
#2735=IFCRELCONNECTSSTRUCTURALACTIVITY('2nVw9fFML1G8QuiGnXOdEh',#209,$,$,#236,#2733);
/* Each reaction is assigned to the result group. */
#2737=IFCRELASSIGNSTOGROUP('2dN5hErLP9zB0e5nA$yT0F',#209,$,$,(#2733,#2741,#2747,#2753,#2759,#2765,#2773,#2781,#2789),.PRODUCT.,#2729);
/* The node below the left column has a reaction with force upwards and to the right and moment counter-clockwise as facing +Y */
#2740=IFCSTRUCTURALLOADSINGLEFORCE($,1422.66326629449,0.,2278.52897011915,0.,66694.8548930371,0.);
#2741=IFCSTRUCTURALPOINTREACTION('1VIuS9lz50U9$sbX2t8CSb',#209,$,$,$,$,$,#2740,.GLOBAL_COORDS.);
#2743=IFCRELCONNECTSSTRUCTURALACTIVITY('2l0cjBJHH8nxFBsGxDKSfi',#209,$,$,#236,#2741);
/* The node above the left column has a displacement to the left (sway) */
#2746=IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00112040278567376,0.,-7.54271659073925E-05,0.,3.08969735441016E-05,0.);
#2747=IFCSTRUCTURALPOINTREACTION('2Xxob9ZATFeQmLnunjg4E$',#209,$,$,$,$,$,#2746,.GLOBAL_COORDS.);
#2749=IFCRELCONNECTSSTRUCTURALACTIVITY('2iaDWtrbn6W9TfDxfsikIH',#209,$,$,#247,#2747);
/* The node below the right column has no displacement (it has a fixed boundary condition so it shouldn't) */
#2752=IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
#2753=IFCSTRUCTURALPOINTREACTION('2YqhTmxQv6_AQPAcaE66Xu',#209,$,$,$,$,$,#2752,.GLOBAL_COORDS.);
#2755=IFCRELCONNECTSSTRUCTURALACTIVITY('0yGyLgS9T3Y9D6VtgcdAkS',#209,$,$,#271,#2753);
/* The node below the right column has a reaction with force updwards and to the left and moment clockwise as facing +Y */
#2758=IFCSTRUCTURALLOADSINGLEFORCE($,-1422.73493120008,0.,7321.47102988085,0.,-43375.4476654014,0.);
#2759=IFCSTRUCTURALPOINTREACTION('1b1zM4uHz8exw0fvIGvpGQ',#209,$,$,$,$,$,#2758,.GLOBAL_COORDS.);
#2761=IFCRELCONNECTSSTRUCTURALACTIVITY('0Whra2O$v9wePeIU6IImNQ',#209,$,$,#271,#2759);
/* The node above the right column has a displacement to the left (sway) */
#2764=IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00119575654821984,0.,-0.000242365937540883,0.,-6.94996291089951E-05,0.);
#2765=IFCSTRUCTURALPOINTREACTION('33628eH254VAe0O7d63nzI',#209,$,$,$,$,$,#2764,.GLOBAL_COORDS.);
#2767=IFCRELCONNECTSSTRUCTURALACTIVITY('2ukIn71Pr2VwtcAQ5GPi8T',#209,$,$,#280,#2765);
/* The member for the left column has end reactions for which shear and moment diagrams may be derived */
#2770=IFCSTRUCTURALLOADSINGLEFORCE('Head',2278.52897011915,0.,-1422.66326629449,0.,66694.8548930371,0.);
#2771=IFCSTRUCTURALLOADSINGLEFORCE('Tail',-2278.52897011915,0.,1422.66326629449,0.,104027.289932507,0.);
#2772=IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2770,#2771),((0.)(0.),(120.)(120.)));
#2773=IFCSTRUCTURALCURVEREACTION('0SH7YcIWrB8Q4VcWjfXpnn',#209,$,$,$,$,$,#2772,.GLOBAL_COORDS.,.DISCRETE.);
#2775=IFCRELCONNECTSSTRUCTURALACTIVITY('2vTn7XCur6sByitir9a9jj',#209,$,$,#228,#2773);
/* The member for the right column has end reactions for which shear and moment diagrams may be derived */
#2778=IFCSTRUCTURALLOADSINGLEFORCE('Head',7321.47102988085,0.,1422.73493120008,0.,-43375.4476654014,0.);
#2779=IFCSTRUCTURALLOADSINGLEFORCE('Tail',-7321.47102988085,0.,-1422.73493120008,0.,-127343.989381682,0.);
#2780=IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2778,#2779),((0.)(0.),(120.)(120.)));
#2781=IFCSTRUCTURALCURVEREACTION('1L3TtLyyPEzgk1VyvDrWiH',#209,$,$,$,$,$,#2780,.GLOBAL_COORDS.,.DISCRETE.);
#2783=IFCRELCONNECTSSTRUCTURALACTIVITY('23GMRW_cf7tA667rAWkQOC',#209,$,$,#263,#2781);
/* The member for the beam has end reactions for which shear and moment diagrams may be derived */
#2786=IFCSTRUCTURALLOADSINGLEFORCE('Head',1422.69473557039,0.,2278.52222225513,0.,-104030.36194645,0.);
#2787=IFCSTRUCTURALLOADSINGLEFORCE('Tail',-1422.69473557039,0.,7321.47777774487,0.,127353.857770554,0.);
#2788=IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2786,#2787),((0.)(0.),(192.)(192.)));
#2789=IFCSTRUCTURALCURVEREACTION('2ssucs0rX8KgBecASOwgSd',#209,$,$,$,$,$,#2788,.GLOBAL_COORDS.,.DISCRETE.);
#2791=IFCRELCONNECTSSTRUCTURALACTIVITY('1tmGmLIfTFnBfWx$tia32R',#209,$,$,#296,#2789);
ENDSEC;
END-ISO-10303-21;