mirror of
https://github.com/IfcOpenShell/IfcOpenShell.git
synced 2026-08-09 09:21:46 +00:00
Thomas Krijnen
269 lines
15 KiB
Plaintext
269 lines
15 KiB
Plaintext
ISO-10303-21;
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HEADER;
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FILE_DESCRIPTION($,'2;1');
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FILE_NAME('IfcStructuralCurveMember01.ifc','2011-11-07T14:57:06',(''),(''),'Constructivity 0.9.1','Constructivity 0.9.1','');
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FILE_SCHEMA(('IFC4'));
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ENDSEC;
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DATA;
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/* Owner history user and application */
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#1= IFCAPPLICATION(#2,'0.8','Constructivity','CONSTRUCTIVITY');
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#2= IFCORGANIZATION($,'Constructivity.com LLC',$,$,$);
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#3= IFCPERSON('Tim',$,$,$,$,$,$,$);
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#4= IFCORGANIZATION($,'Tim-PC',$,$,$);
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#5= IFCPERSONANDORGANIZATION(#3,#4,$);
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/* Units */
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#9= IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.);
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#10= IFCMEASUREWITHUNIT(IFCAREAMEASURE(0.0006452),#9);
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#11= IFCDIMENSIONALEXPONENTS(2,0,0,0,0,0,0);
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#12= IFCCONVERSIONBASEDUNIT(#11,.AREAUNIT.,'square inch',#10);
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#21= IFCSIUNIT(*,.FORCEUNIT.,$,.NEWTON.);
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#22= IFCMEASUREWITHUNIT(IFCMASSMEASURE(4.44822162),#21);
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#23= IFCDIMENSIONALEXPONENTS(1,1,-2,0,0,0,0);
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#24= IFCCONVERSIONBASEDUNIT(#23,.FORCEUNIT.,'pound-force',#22);
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#28= IFCSIUNIT(*,.LENGTHUNIT.,$,.METRE.);
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#29= IFCMEASUREWITHUNIT(IFCLENGTHMEASURE(0.0254),#28);
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#30= IFCDIMENSIONALEXPONENTS(1,0,0,0,0,0,0);
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#31= IFCCONVERSIONBASEDUNIT(#30,.LENGTHUNIT.,'inch',#29);
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#36= IFCSIUNIT(*,.MASSUNIT.,.KILO.,.GRAM.);
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#37= IFCMEASUREWITHUNIT(IFCMASSMEASURE(0.45359237),#36);
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#38= IFCDIMENSIONALEXPONENTS(0,1,0,0,0,0,0);
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#39= IFCCONVERSIONBASEDUNIT(#38,.MASSUNIT.,'pound',#37);
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#40= IFCSIUNIT(*,.PLANEANGLEUNIT.,$,.RADIAN.);
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#41= IFCMEASUREWITHUNIT(IFCPLANEANGLEMEASURE(0.0174532925199433),#40);
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#42= IFCDIMENSIONALEXPONENTS(0,0,0,0,0,0,0);
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#43= IFCCONVERSIONBASEDUNIT(#42,.PLANEANGLEUNIT.,'degree',#41);
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#45= IFCSIUNIT(*,.PRESSUREUNIT.,$,.PASCAL.);
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#46= IFCMEASUREWITHUNIT(IFCPRESSUREMEASURE(6894.7572932),#45);
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#47= IFCDIMENSIONALEXPONENTS(-1,1,-2,0,0,0,0);
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#48= IFCCONVERSIONBASEDUNIT(#47,.PRESSUREUNIT.,'pound-force per square inch',#46);
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#56= IFCSIUNIT(*,.VOLUMEUNIT.,$,.CUBIC_METRE.);
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#57= IFCMEASUREWITHUNIT(IFCVOLUMEMEASURE(1.639E-05),#56);
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#58= IFCDIMENSIONALEXPONENTS(3,0,0,0,0,0,0);
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#59= IFCCONVERSIONBASEDUNIT(#58,.VOLUMEUNIT.,'cubic inch',#57);
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#96= IFCDERIVEDUNITELEMENT(#24,1);
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#97= IFCDERIVEDUNITELEMENT(#31,-1);
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#98= IFCDERIVEDUNIT((#96,#97),.LINEARFORCEUNIT.,$);
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#99= IFCDERIVEDUNITELEMENT(#24,1);
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#100= IFCDERIVEDUNITELEMENT(#31,1);
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#101= IFCDERIVEDUNITELEMENT(#31,-1);
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#102= IFCDERIVEDUNIT((#99,#100,#101),.LINEARMOMENTUNIT.,$);
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#103= IFCDERIVEDUNITELEMENT(#24,1);
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#104= IFCDERIVEDUNITELEMENT(#31,-1);
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#105= IFCDERIVEDUNIT((#103,#104),.LINEARSTIFFNESSUNIT.,$);
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#112= IFCDERIVEDUNITELEMENT(#39,1);
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#113= IFCDERIVEDUNITELEMENT(#59,-1);
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#114= IFCDERIVEDUNIT((#112,#113),.MASSDENSITYUNIT.,$);
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#118= IFCDERIVEDUNITELEMENT(#39,1);
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#119= IFCDERIVEDUNITELEMENT(#31,-1);
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#120= IFCDERIVEDUNIT((#118,#119),.MASSPERLENGTHUNIT.,$);
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#121= IFCDERIVEDUNITELEMENT(#48,1);
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#122= IFCDERIVEDUNIT((#121),.MODULUSOFELASTICITYUNIT.,$);
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#140= IFCDERIVEDUNITELEMENT(#31,4);
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#141= IFCDERIVEDUNIT((#140),.MOMENTOFINERTIAUNIT.,$);
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#142= IFCDERIVEDUNITELEMENT(#24,1);
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#143= IFCDERIVEDUNITELEMENT(#12,-1);
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#144= IFCDERIVEDUNIT((#142,#143),.PLANARFORCEUNIT.,$);
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#147= IFCDERIVEDUNITELEMENT(#39,1);
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#148= IFCDERIVEDUNITELEMENT(#12,-1);
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#149= IFCDERIVEDUNIT((#147,#148),.ROTATIONALMASSUNIT.,$);
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#150= IFCDERIVEDUNITELEMENT(#24,1);
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#151= IFCDERIVEDUNITELEMENT(#31,1);
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#152= IFCDERIVEDUNITELEMENT(#43,-1);
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#153= IFCDERIVEDUNIT((#150,#151,#152),.ROTATIONALSTIFFNESSUNIT.,$);
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#154= IFCDERIVEDUNITELEMENT(#31,5);
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#155= IFCDERIVEDUNIT((#154),.SECTIONAREAINTEGRALUNIT.,$);
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#156= IFCDERIVEDUNITELEMENT(#31,3);
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#157= IFCDERIVEDUNIT((#156),.SECTIONMODULUSUNIT.,$);
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#158= IFCDERIVEDUNITELEMENT(#48,1);
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#159= IFCDERIVEDUNIT((#158),.SHEARMODULUSUNIT.,$);
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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));
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/* The project */
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#208= IFCPROJECT('0QjBRF7yLCTh4HRF3GOF1t',#209,'Project',$,$,$,$,(#212,#215),#207);
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/* Owner history referenced by all objects */
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#209= IFCOWNERHISTORY(#5,#1,.READWRITE.,.NOCHANGE.,$,$,$,1320677205);
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/* Project coordinate system */
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#210= IFCCARTESIANPOINT((0.,0.,0.));
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#211= IFCAXIS2PLACEMENT3D(#210,$,$);
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#212= IFCGEOMETRICREPRESENTATIONCONTEXT('3D','Model',3,0.00001,#211,$);
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#213= IFCCARTESIANPOINT((0.,0.,0.));
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#214= IFCAXIS2PLACEMENT3D(#213,$,$);
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#215= IFCGEOMETRICREPRESENTATIONCONTEXT('2D','Plan',2,0.00001,#214,$);
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/* Structural analysis model */
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#216= IFCSTRUCTURALANALYSISMODEL('0VYesmxUHFNez26MoJx5F3',#209,'Structural Analysis #1',$,$,.NOTDEFINED.,#219,(#312),(#2729),#220);
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#218= IFCCARTESIANPOINT((0.,0.,0.));
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#219= IFCAXIS2PLACEMENT3D(#218,$,$);
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#220= IFCLOCALPLACEMENT($,#222);
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#221= IFCCARTESIANPOINT((0.,0.,0.));
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#222= IFCAXIS2PLACEMENT3D(#221,$,$);
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/* Analysis model is declared on project; this distinguishes top-level analysis models from potential aggregated sub-models */
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#224= IFCRELDECLARES('1Frhk31Z12CR9mBbodz9XE',#209,'GROUP',$,#208,(#216));
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/* The structural member for the left column (object) */
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#228= IFCSTRUCTURALCURVEMEMBER('3eXlZ8csrAvfIIXVwC_gVP',#209,'Curve Member #1',$,$,$,#255,.RIGID_JOINED_MEMBER.,#230);
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#230= IFCDIRECTION((1.,0.,0.));
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/* The structural node underneath the left column */
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#232= IFCCARTESIANPOINT((0.,0.,0.));
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#233= IFCVERTEXPOINT(#232);
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#234= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#233));
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#235= IFCPRODUCTDEFINITIONSHAPE($,$,(#234));
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#236= IFCSTRUCTURALPOINTCONNECTION('3539fAVu96i8mFr0cgUqeI',#209,'Point Connection #1',$,$,$,#235,#242,$);
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/* assignment of connections and members to the analysis model */
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#239= IFCRELASSIGNSTOGROUP('3mDDAcu390$A5orhhUv4qv',#209,$,$,(#236,#247,#228,#271,#280,#263,#296),.PRODUCT.,#216);
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/* fixed restraint at node underneath left column */
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#242= IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
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/* The structural node above the left column */
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#243= IFCCARTESIANPOINT((0.,0.,120.));
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#244= IFCVERTEXPOINT(#243);
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#245= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#244));
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#246= IFCPRODUCTDEFINITIONSHAPE($,$,(#245));
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#247= IFCSTRUCTURALPOINTCONNECTION('2mc6ibF258HPIpTmqg6DSl',#209,'Point Connection #2',$,$,$,#246,$,$);
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/* The structural member for the left column (representation) */
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#252= IFCEDGE(#233,#244);
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#253= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#252));
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#255= IFCPRODUCTDEFINITIONSHAPE($,$,(#253));
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#258= IFCRELCONNECTSSTRUCTURALMEMBER('2Z9w70JuDEUx6TnggLE2wU',#209,$,$,#228,#236,$,$,$,$);
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#260= IFCRELCONNECTSSTRUCTURALMEMBER('1GClK7cwT80xzpZuaAlGXp',#209,$,$,#228,#247,$,$,$,$);
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/* The structural member for the right column (object) */
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#263= IFCSTRUCTURALCURVEMEMBER('3jULd7ui93JOXl5trkpgTT',#209,'Curve Member #2',$,$,$,#288,.RIGID_JOINED_MEMBER.,#265);
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#265= IFCDIRECTION((1.,0.,0.));
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/* The structural node underneath the right column */
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#267= IFCCARTESIANPOINT((192.,0.,0.));
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#268= IFCVERTEXPOINT(#267);
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#269= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#268));
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#270= IFCPRODUCTDEFINITIONSHAPE($,$,(#269));
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#271= IFCSTRUCTURALPOINTCONNECTION('1dqi3aUQP3yeww5muaF15h',#209,'Point Connection #3',$,$,$,#270,#275,$);
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#275= IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
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/* The structural node connecting the right column to the beam */
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#276= IFCCARTESIANPOINT((192.,0.,120.));
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#277= IFCVERTEXPOINT(#276);
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#278= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#277));
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#279= IFCPRODUCTDEFINITIONSHAPE($,$,(#278));
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#280= IFCSTRUCTURALPOINTCONNECTION('0IHrRf6abAZwDys7n7fbS2',#209,'Point Connection #4',$,$,$,#279,$,$);
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/* The structural member for the right column (representation) */
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#285= IFCEDGE(#268,#277);
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#286= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#285));
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#288= IFCPRODUCTDEFINITIONSHAPE($,$,(#286));
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#291= IFCRELCONNECTSSTRUCTURALMEMBER('0r1xJykBf1OOYUn7dRt3DM',#209,$,$,#263,#271,$,$,$,$);
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#293= IFCRELCONNECTSSTRUCTURALMEMBER('1$D3QsVBj2kf4iUp5hUEu2',#209,$,$,#263,#280,$,$,$,$);
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/* The structural member for the beam */
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#296= IFCSTRUCTURALCURVEMEMBER('25vEW7EzrBTvz5cbNWzhP$',#209,'Curve Member #3',$,$,$,#304,.RIGID_JOINED_MEMBER.,#298);
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#298= IFCDIRECTION((0.,0.,1.));
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#301= IFCEDGE(#244,#277);
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#302= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#301));
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#304= IFCPRODUCTDEFINITIONSHAPE($,$,(#302));
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#307= IFCRELCONNECTSSTRUCTURALMEMBER('3ZUyJTZMHEev9njAeNDQUT',#209,$,$,#296,#247,$,$,$,$);
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#309= IFCRELCONNECTSSTRUCTURALMEMBER('3Y3WZZzV16XQ$1wEZLWjJX',#209,$,$,#296,#280,$,$,$,$);
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/* single load case */
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#312= IFCSTRUCTURALLOADCASE('2fv4DZfY55exwX8QDy8dmw',#209,'Structural Load Case #1',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));
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/* linear load along left half of beam */
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#317= IFCSTRUCTURALCURVEACTION('2WSwGyLsrFNA9TLOq_ifyd',#209,'Structural Curve Action #1',$,$,$,$,#326,.GLOBAL_COORDS.,.F.,$,.LINEAR.);
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#326= IFCSTRUCTURALLOADCONFIGURATION($,(#327,#329),((96.),(192.)));
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#327= IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
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#329= IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
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#335= IFCRELCONNECTSSTRUCTURALACTIVITY('0XvroPpOb4FPsGBZQ$pgtA',#209,$,$,#296,#317);
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#337= IFCRELASSIGNSTOGROUP('2OygXKIkL35eDtUalQjese',#209,$,$,(#317),.PRODUCT.,#312);
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/* Material profile set associated with each structural member */
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#340= IFCMATERIALPROFILESET($,$,(#342),$);
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#342= IFCMATERIALPROFILE($,$,#353,#419,$,$);
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#344= IFCMATERIALPROFILESETUSAGE(#340,$,$);
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#345= IFCRELASSOCIATESMATERIAL('01kVXT9hb7C80NqRflZZF9',#209,$,$,(#228,#263,#296),#344);
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/* Material and properties */
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#353= IFCMATERIAL('ASTM A36',$,'Steel');
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#371= IFCPROPERTYSINGLEVALUE('MassDensity',$,IFCMASSDENSITYMEASURE(0.284011391108717),$);
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#372= IFCMATERIALPROPERTIES('Pset_MaterialCommon',$,(#371),#353);
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#375= IFCPROPERTYSINGLEVALUE('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(29.),$);
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#376= IFCPROPERTYSINGLEVALUE('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(11.2),$);
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#379= IFCMATERIALPROPERTIES('Pset_MaterialMechanical',$,(#375,#376),#353);
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/* Profile and properties */
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#419= IFCISHAPEPROFILEDEF(.AREA.,'W10X30',$,5.81,10.5,0.3,0.51,0.125,$,$);
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#965= IFCPROPERTYSINGLEVALUE('MassPerLength',$,IFCMASSPERLENGTHMEASURE(2.5),$);
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#966= IFCPROPERTYSINGLEVALUE('CrossSectionArea',$,IFCAREAMEASURE(8.84),$);
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#974= IFCPROPERTYSINGLEVALUE('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(170.),$);
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#975= IFCPROPERTYSINGLEVALUE('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(16.7),$);
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#985= IFCPROPERTYSINGLEVALUE('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);
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#990= IFCPROFILEPROPERTIES('Pset_ProfileMechanical',$,(#965,#966,#974,#975,#985),#419);
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/* The result group indicating reactions for the load case */
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#2729= IFCSTRUCTURALRESULTGROUP('3nK7dm3u9EYhoBHOTo765A',#209,$,$,$,.FIRST_ORDER_THEORY.,#312,.T.);
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/* The node below the left column has no displacement (it has fixed boundary condition so it shouldn't) */
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#2732= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
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#2733= IFCSTRUCTURALPOINTREACTION('0Ci9_J7iLDhuBtYHGEpcTw',#209,$,$,$,$,$,#2732,.GLOBAL_COORDS.);
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#2735= IFCRELCONNECTSSTRUCTURALACTIVITY('2nVw9fFML1G8QuiGnXOdEh',#209,$,$,#236,#2733);
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/* Each reaction is assigned to the result group. */
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#2737= IFCRELASSIGNSTOGROUP('2dN5hErLP9zB0e5nA$yT0F',#209,$,$,(#2733,#2741,#2747,#2753,#2759,#2765,#2773,#2781,#2789),.PRODUCT.,#2729);
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/* The node below the left column has a reaction with force upwards and to the right and moment counter-clockwise as facing +Y */
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#2740= IFCSTRUCTURALLOADSINGLEFORCE($,1422.66326629449,0.,2278.52897011915,0.,66694.8548930371,0.);
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#2741= IFCSTRUCTURALPOINTREACTION('1VIuS9lz50U9$sbX2t8CSb',#209,$,$,$,$,$,#2740,.GLOBAL_COORDS.);
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#2743= IFCRELCONNECTSSTRUCTURALACTIVITY('2l0cjBJHH8nxFBsGxDKSfi',#209,$,$,#236,#2741);
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/* The node above the left column has a displacement to the left (sway) */
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#2746= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00112040278567376,0.,-7.54271659073925E-05,0.,3.08969735441016E-05,0.);
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#2747= IFCSTRUCTURALPOINTREACTION('2Xxob9ZATFeQmLnunjg4E$',#209,$,$,$,$,$,#2746,.GLOBAL_COORDS.);
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#2749= IFCRELCONNECTSSTRUCTURALACTIVITY('2iaDWtrbn6W9TfDxfsikIH',#209,$,$,#247,#2747);
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/* The node below the right column has no displacement (it has a fixed boundary condition so it shouldn't) */
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#2752= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
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#2753= IFCSTRUCTURALPOINTREACTION('2YqhTmxQv6_AQPAcaE66Xu',#209,$,$,$,$,$,#2752,.GLOBAL_COORDS.);
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#2755= IFCRELCONNECTSSTRUCTURALACTIVITY('0yGyLgS9T3Y9D6VtgcdAkS',#209,$,$,#271,#2753);
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/* The node below the right column has a reaction with force updwards and to the left and moment clockwise as facing +Y */
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#2758= IFCSTRUCTURALLOADSINGLEFORCE($,-1422.73493120008,0.,7321.47102988085,0.,-43375.4476654014,0.);
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#2759= IFCSTRUCTURALPOINTREACTION('1b1zM4uHz8exw0fvIGvpGQ',#209,$,$,$,$,$,#2758,.GLOBAL_COORDS.);
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#2761= IFCRELCONNECTSSTRUCTURALACTIVITY('0Whra2O$v9wePeIU6IImNQ',#209,$,$,#271,#2759);
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/* The node above the right column has a displacement to the left (sway) */
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#2764= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00119575654821984,0.,-0.000242365937540883,0.,-6.94996291089951E-05,0.);
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#2765= IFCSTRUCTURALPOINTREACTION('33628eH254VAe0O7d63nzI',#209,$,$,$,$,$,#2764,.GLOBAL_COORDS.);
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#2767= IFCRELCONNECTSSTRUCTURALACTIVITY('2ukIn71Pr2VwtcAQ5GPi8T',#209,$,$,#280,#2765);
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/* The member for the left column has end reactions for which shear and moment diagrams may be derived */
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#2770= IFCSTRUCTURALLOADSINGLEFORCE('Head',2278.52897011915,0.,-1422.66326629449,0.,66694.8548930371,0.);
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#2771= IFCSTRUCTURALLOADSINGLEFORCE('Tail',-2278.52897011915,0.,1422.66326629449,0.,104027.289932507,0.);
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#2772= IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2770,#2771),((0.),(120.)));
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#2773= IFCSTRUCTURALCURVEREACTION('0SH7YcIWrB8Q4VcWjfXpnn',#209,$,$,$,$,$,#2772,.GLOBAL_COORDS.,.DISCRETE.);
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#2775= IFCRELCONNECTSSTRUCTURALACTIVITY('2vTn7XCur6sByitir9a9jj',#209,$,$,#228,#2773);
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/* The member for the right column has end reactions for which shear and moment diagrams may be derived */
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#2778= IFCSTRUCTURALLOADSINGLEFORCE('Head',7321.47102988085,0.,1422.73493120008,0.,-43375.4476654014,0.);
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#2779= IFCSTRUCTURALLOADSINGLEFORCE('Tail',-7321.47102988085,0.,-1422.73493120008,0.,-127343.989381682,0.);
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#2780= IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2778,#2779),((0.),(120.)));
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#2781= IFCSTRUCTURALCURVEREACTION('1L3TtLyyPEzgk1VyvDrWiH',#209,$,$,$,$,$,#2780,.GLOBAL_COORDS.,.DISCRETE.);
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#2783= IFCRELCONNECTSSTRUCTURALACTIVITY('23GMRW_cf7tA667rAWkQOC',#209,$,$,#263,#2781);
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/* The member for the beam has end reactions for which shear and moment diagrams may be derived */
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#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.),(192.)));
|
|
#2789= IFCSTRUCTURALCURVEREACTION('2ssucs0rX8KgBecASOwgSd',#209,$,$,$,$,$,#2788,.GLOBAL_COORDS.,.DISCRETE.);
|
|
#2791= IFCRELCONNECTSSTRUCTURALACTIVITY('1tmGmLIfTFnBfWx$tia32R',#209,$,$,#296,#2789);
|
|
|
|
ENDSEC;
|
|
|
|
END-ISO-10303-21;
|