Codificação usando entidades IFC: Ficheiro IFC Analítico

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#451= IFCCARTESIANPOINT ((5.5,5.5,0.));

#452= IFCAXIS2PLACEMENT3D (#451,#13,#9);

#453= IFCLOCALPLACEMENT (#192,#452);

#454= IFCCOLUMN ('4ui4PZfD35egqW2RSy4fvw',#5,'Column 4',$,$,#453,#429,$,.COLUMN.);

#455= IFCRELCONNECTSSTRUCTURALELEMENT ('4pDDAft390$A5guwnUv4ac',#5,$,$,(#331),#454);

#456= IFCRELCONTAINEDINSPATIALSTRUCTURE ('15kVXT9hb7C80NqRflZZF6',#5,$,$,(#439,#444,#449,#454),#196);

/* Vigas - Secção e caracteristicas - Direcção X */

#476= IFCRECTANGLEPROFILEDEF (.AREA.,'20x40',#190,0.2,0.4);

#477= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

#478= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(0.08),$);

#479= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(0.00027),$);

#480= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00107),$);

#481= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

#482= IFCPROFILEPROPERTIES ('Pset_ProfileMechanical',$,(#477,#478,#479,#480,#481),#476);

#483= IFCEXTRUDEDAREASOLID (#476,#191,#13,5.2);

#484= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#483));

#485= IFCPRESENTATIONLAYERASSIGNMENT ('Beam Profile','No description',(#484),$);

#486= IFCPRODUCTDEFINITIONSHAPE ($,$,(#484));

#487= IFCCARTESIANPOINT ((0.0,0.15,2.8));

#488= IFCAXIS2PLACEMENT3D (#487,#11,#9);

#489= IFCLOCALPLACEMENT (#192,#488);

#490= IFCBEAM ('1zt8DTaE82lkeQ8FPj5gye',#5,'Beam 1',$,$,#489,#486,$,.BEAM.);

#491= IFCRELCONNECTSSTRUCTURALELEMENT ('1aDDAft390$A5guwnUv4xc',#5,$,$,(#351),#490);

#492= IFCCARTESIANPOINT ((5.5,0.15,2.8));

#493= IFCAXIS2PLACEMENT3D (#492,#11,#9);

#494= IFCLOCALPLACEMENT (#192,#493);

#495= IFCBEAM ('2zt8DTaE82lkeQ8FPj5gye',#5,'Beam 2',$,$,#494,#486,$,.BEAM.);

#496= IFCRELCONNECTSSTRUCTURALELEMENT ('2aDDAft390$A5guwnUv4xc',#5,$,$,(#361),#495);

#497= IFCRELCONTAINEDINSPATIALSTRUCTURE ('25kVXT9hb7C80NqRflZZF6',#5,$,$,(#490,#495),#196);

/* Vigas - Secção e caracteristicas - Direcção Y */

#526= IFCRECTANGLEPROFILEDEF (.AREA.,'20x30',#190,0.2,0.4);

#527= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

#528= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(0.06),$);

#529= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(0.00027),$);

#530= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00107),$);

#531= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

#532= IFCPROFILEPROPERTIES ('Pset_ProfileMechanical',$,(#527,#528,#529,#530,#531),#526);

#533= IFCEXTRUDEDAREASOLID (#526,#191,#13,5.3);

#534= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#533));

#535= IFCPRESENTATIONLAYERASSIGNMENT ('Beam Profile','No description',(#534),$);

#536= IFCPRODUCTDEFINITIONSHAPE ($,$,(#534));

#537= IFCCARTESIANPOINT ((0.1,-0.05,2.8));

#538= IFCAXIS2PLACEMENT3D (#537,#9,#11);

#539= IFCLOCALPLACEMENT (#192,#538);

#540= IFCBEAM ('3zt8DTaE82lkeQ8FPj5gye',#5,'Beam 3',$,$,#539,#536,$,.BEAM.);

#541= IFCRELCONNECTSSTRUCTURALELEMENT ('3aDDAft390$A5guwnUv4xc',#5,$,$,(#371),#540);

#545= IFCCARTESIANPOINT ((0.1,5.55,2.8));

#546= IFCAXIS2PLACEMENT3D (#545,#9,#11);

#547= IFCLOCALPLACEMENT (#192,#546);

#548= IFCBEAM ('4zt8DTaE82lkeQ8FPj5gye',#5,'Beam 4',$,$,#547,#536,$,.BEAM.);

#549= IFCRELCONNECTSSTRUCTURALELEMENT ('4aDDAft390$A5guwnUv4xc',#5,$,$,(#381),#548);

#550= IFCRELCONTAINEDINSPATIALSTRUCTURE ('35kVXT9hb7C80NqRflZZF6',#5,$,$,(#540,#548),#196);

/* Laje - Secção e caracteristicas */

#600= IFCRECTANGLEPROFILEDEF (.AREA.,$,$,5.3,5.4);

#601= IFCEXTRUDEDAREASOLID(#600,#191,#13,0.22);

#602= IFCSHAPEREPRESENTATION(#202,'Body','SweptSolid',(#601));

#603= IFCPRESENTATIONLAYERASSIGNMENT('Columns Profile','No description',(#602),$);

#604= IFCPRODUCTDEFINITIONSHAPE($,$,(#602));

#605= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

#606= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(1.21),$);

#607= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(3.05),$);

#608= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00488),$);

#609= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

#610= IFCPROFILEPROPERTIES ('Pset_ProfileMechanical',$,(#605,#606,#607,#608,#609),#600);

#611= IFCCARTESIANPOINT ((2.75,2.75,2.78));

#612= IFCAXIS2PLACEMENT3D (#611,#13,#9);

#613= IFCLOCALPLACEMENT (#192,#612);

#614= IFCSLAB ('1srmDN46zBVupUF9xps7Ev',#5,'Laje 1',$,$,#613,#604,$,.FLOOR.);

#615= IFCRELCONNECTSSTRUCTURALELEMENT ('9aDDAft390$A5gnwnUv1xc',#5,$,$,(#390),#614);

#616= IFCRELCONTAINEDINSPATIALSTRUCTURE ('45kVXT9hb7C80NqRflZZF6',#5,$,$,#614,#196);

/* --------------------------------------------------------------------X--X--X-------------------------------------------------------------------- */

/* Material e propriedades */

/* Pilares - Propriedades do material */

#700= IFCMATERIAL ('C20/25',$,'Concrete');

#701= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

#702= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#701),#700);

#703= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

#704= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

#705= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#703,#704),#700);

#706= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

#707= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

#708= IFCPROPERTYSINGLEVALUE ('StrengthClass',$,'C20/25',$);

#709= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

#710= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

#711= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

#712= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

#713= IFCPROPERTYSINGLEVALUE ('ReinforcementStrengthClass',$,'S500',$);

#714= IFCPROPERTYSET ('75Mvg9UeH5Y9J2VB46x085',#5,'Pset_ConcreteElementGeneral',$,(#706,#707,#708,#709,#710,#711,#712,#713));

#715= IFCRELDEFINESBYPROPERTIES ('1vnzm4QtjFRRfqpE2lddL5',#5,$,$,(#301,#311,#321,#331,#439,#444,#449,#454),#714);

#716= IFCMATERIALPROFILE ($,$,#700,#425,$,$);

#717= IFCMATERIALPROFILESET ($,$,(#716),$);

#718= IFCMATERIALPROFILESETUSAGE (#717,$,$);

#719= IFCRELASSOCIATESMATERIAL ('01kVXT9hb7C80NqRflZZF9',#5,$,$,(#301,#311,#321,#331,#439,#444,#449,#454),#718);

/* Vigas - Propriedades do material */

#750= IFCMATERIAL ('C20/25',$,'Concrete');

#751= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

#752= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#751),#750);

#753= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

#754= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

#755= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#753,#754),#750);

#756= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

#757= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

#758= IFCPROPERTYSINGLEVALUE ('StrengthClass',$,'C20/25',$);

#759= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

#760= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

#761= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

#762= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

#763= IFCPROPERTYSINGLEVALUE ('ReinforcementStrengthClass',$,'S500',$);

#764= IFCPROPERTYSET ('08Mvg9UeH5Y9J2VB46x085',#5,'Pset_ConcreteElementGeneral',$,(#756,#757,#758,#759,#760,#761,#762,#763));

#765= IFCRELDEFINESBYPROPERTIES ('2vnzm4QtjFRRuupE2lddL3',#5,$,$,(#351,#361,#371,#381,#490,#495,#540,#548),#764);

#766= IFCMATERIALPROFILE ($,$,#750,#476,$,$);

#767= IFCMATERIALPROFILESET ($,$,(#766),$);

#768= IFCMATERIALPROFILESETUSAGE (#767,$,$);

#769= IFCRELASSOCIATESMATERIAL ('21kVXT9hb7C80NqRflZZF4',#5,$,$,(#351,#361,#371,#381,#490,#495,#540,#548),#768);

/* Lajes - Propriedades do material */

#806= IFCMATERIAL ('C20/25',$,'Concrete');

#807= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

#808= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#807),#806);

#809= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

#810= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

#811= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#809,#810),#806);

#812= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

#813= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

#814= IFCPROPERTYSINGLEVALUE ('StrengthClass',$,'C20/25',$);

#815= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

#816= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

#817= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

#818= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

#819= IFCPROPERTYSINGLEVALUE ('ReinforcementStrengthClass',$,'S500',$); #820= IFCPROPERTYSET ('42Mvg9UeH5Y9J2VB46x085',#5,'Pset_ConcreteElementGeneral',$,(#812,#813,#814,#815,#816,#817,#818,#819));

#821= IFCRELDEFINESBYPROPERTIES ('3vnzm4QtjFRRfqpE2lddL5',#5,$,$,(#390,#614),#820);

#822= IFCMATERIALPROFILE ($,$,#806,#600,$,$);

#823= IFCMATERIALPROFILESET ($,$,(#822),$);

#824= IFCMATERIALPROFILESETUSAGE (#823,$,$);

#825= IFCRELASSOCIATESMATERIAL ('31kVXT9hb7C80NqRflZZF6',#5,$,$,(#390,#614),#824);

/* Pilares - Identificação de Propriedades - Dimensões */

#850= IFCPROPERTYSINGLEVALUE ('a',$,IFCLENGTHMEASURE(0.2),$);

#851= IFCPROPERTYSINGLEVALUE ('b',$,IFCLENGTHMEASURE(0.3),$);

#852= IFCPROPERTYSET ('08Mvg9UeH5Y9J2VB46x085',#5,'Dimensions',$,(#850,#851));

#853= IFCRELDEFINESBYPROPERTIES ('2vnzm4QtjFRRuupE2lddL3',#5,$,$,(#439,#444,#449,#454),#852);

/* --------------------------------------------------------------------X--X--X-------------------------------------------------------------------- */

/* Modelo de análise estrutural */

#875= IFCSTRUCTURALANALYSISMODEL ('0VYesmxUHFNez26MoJx5F3',#5,'Structural Analysis 1',$,$,.NOTDEFINED.,#191,(#900,#910,#920,#930),$,#192);

#876= IFCRELDECLARES ('1Frhk31Z12CR9mBbodz9XE',#5,'GROUP',$,#180,(#875));

/* Caso de carga 1 */

#900= IFCSTRUCTURALLOADCASE ('1fv4DZfY55exwX8QDy8dmw',#5,'Structural Load Case 1',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));

/* Pilar 1 - Carga linear */

#901= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',$,$,-1.64,$,$,$);

#902= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',$,$,-1.64,$,$,$);

#903= IFCSTRUCTURALLOADCONFIGURATION ($,(#901,#902),((0.),(3.)));

#904= IFCSTRUCTURALCURVEACTION ('1WSwGyLsrFNA9TLOq_ifyd',#5,'Structural Curve Action 1',$,$,$,$,#903,.GLOBAL_COORDS.,.F.,$,.LINEAR.);

#905= IFCRELCONNECTSSTRUCTURALACTIVITY ('0XvroPpOb4FPsGBZQ$pgtA',#5,$,$,#301,#904);

#906= IFCRELASSIGNSTOGROUP ('1OygXKIkL35eDtUalQjese',#5,$,$,(#904),.PRODUCT.,#900);

/* Caso de carga 2 */

#910= IFCSTRUCTURALLOADCASE ('2fv4DZfY55exwX8QDy8dmw',#5,'Structural Load Case 2',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));

/* Pilar 1 - Carga pontual */

#911= IFCSTRUCTURALLOADSINGLEFORCE ('Força 1',$,$,-2.54,$,$,$);

#912= IFCSTRUCTURALLOADCONFIGURATION ($,(#911),((3.)));

#913= IFCSTRUCTURALPOINTACTION ('2WSwGyLsrFNA9TLOq_ifyd',#5,'Structural Point Action 1',$,$,$,$,#912,.GLOBAL_COORDS.,.F.);

#914= IFCRELCONNECTSSTRUCTURALACTIVITY ('1XvroPpOb4FPsGBZQ$pgtA',#5,$,$,#321,#913);

#915= IFCRELASSIGNSTOGROUP ('2OygXKIkL35eDtUalQjese',#5,$,$,(#913),.PRODUCT.,#910);

/* Caso de carga 3 */

#920= IFCSTRUCTURALLOADCASE ('3fv4DZfY55exwX8QDy8dmw',#5,'Structural Load Case 3',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));

/* Viga 1 - Carga trapezoidal */

#921= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',5,$,$,$,$,$);

#922= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',2,$,$,$,$,$);

#923= IFCSTRUCTURALLOADCONFIGURATION ($,(#921,#922),((0.),(5.5)));

#924= IFCSTRUCTURALCURVEACTION ('3WSwGyLsrFNA9TLOq_ifyd',#5,'Structural Curve Action 2',$,$,$,$,#923,.GLOBAL_COORDS.,.F.,$,.LINEAR.);

#925= IFCRELCONNECTSSTRUCTURALACTIVITY ('6XvroPpOb4FPsGBZQ$pgtA',#5,$,$,#351,#924);

#926= IFCRELASSIGNSTOGROUP ('3OygXKIkL35eDtUalQjese',#5,$,$,(#924),.PRODUCT.,#920);

/* Caso de carga 4 */

#930= IFCSTRUCTURALLOADCASE ('4fv4DZfY55exwX8QDy8dmw',#5,'Structural Load Case 4',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));

/* Laje 1 - Carga uniformemente distribuida */

#931= IFCSTRUCTURALLOADPLANARFORCE ('Nominal',$,$,-4);

#932= IFCSTRUCTURALLOADCONFIGURATION ($,(#931),((0.)));

#933= IFCSTRUCTURALPLANARACTION ('4WSwGyLsrFNA9TLOq_ifyd',#5,'Structural Planar Action 1',$,$,$,$,#932,.GLOBAL_COORDS.,.F.,$,.CONST.);

#934= IFCRELCONNECTSSTRUCTURALACTIVITY ('0XvroPpOb4FPsGBZQ$pgtA',#5,$,$,#390,#933);

#935= IFCRELASSIGNSTOGROUP ('4OygXKIkL35eDtUalQjese',#5,$,$,(#933),.PRODUCT.,#930);

ENDSEC;

END-ISO-10303-21;