ISO-10303-21; HEADER; FILE_DESCRIPTION($,'2;1'); FILE_NAME('IfcStructuralCurveMember01.ifc','2011-11-07T14:57:06',(''),(''),'Constructivity 0.9.1','Constructivity 0.9.1',''); FILE_SCHEMA(('IFC4')); ENDSEC; DATA; /* Owner history user and application */ #1=IFCAPPLICATION(#2,'0.8','Constructivity','CONSTRUCTIVITY'); #2=IFCORGANIZATION($,'Constructivity.com LLC',$,$,$); #3=IFCPERSON('Tim',$,$,$,$,$,$,$); #4=IFCORGANIZATION($,'Tim-PC',$,$,$); #5=IFCPERSONANDORGANIZATION(#3,#4,$); /* Units */ #9=IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.); #10=IFCMEASUREWITHUNIT(IFCAREAMEASURE(0.0006452),#9); #11=IFCDIMENSIONALEXPONENTS(2,0,0,0,0,0,0); #12=IFCCONVERSIONBASEDUNIT(#11,.AREAUNIT.,'square inch',#10); #21=IFCSIUNIT(*,.FORCEUNIT.,$,.NEWTON.); #22=IFCMEASUREWITHUNIT(IFCMASSMEASURE(4.44822162),#21); #23=IFCDIMENSIONALEXPONENTS(1,1,-2,0,0,0,0); #24=IFCCONVERSIONBASEDUNIT(#23,.FORCEUNIT.,'pound-force',#22); #28=IFCSIUNIT(*,.LENGTHUNIT.,$,.METRE.); #29=IFCMEASUREWITHUNIT(IFCLENGTHMEASURE(0.0254),#28); #30=IFCDIMENSIONALEXPONENTS(1,0,0,0,0,0,0); 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#151=IFCDERIVEDUNITELEMENT(#31,1); #152=IFCDERIVEDUNITELEMENT(#43,-1); #153=IFCDERIVEDUNIT((#150,#151,#152),.ROTATIONALSTIFFNESSUNIT.,$); #154=IFCDERIVEDUNITELEMENT(#31,5); #155=IFCDERIVEDUNIT((#154),.SECTIONAREAINTEGRALUNIT.,$); #156=IFCDERIVEDUNITELEMENT(#31,3); #157=IFCDERIVEDUNIT((#156),.SECTIONMODULUSUNIT.,$); #158=IFCDERIVEDUNITELEMENT(#48,1); #159=IFCDERIVEDUNIT((#158),.SHEARMODULUSUNIT.,$); #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;