Mostrar código-fonte de Codificação usando entidades IFC: Ficheiro IFC Analítico

ISO-10303-21;

HEADER;

FILE_DESCRIPTION (('ViewDefinition [CoordinationView]'),'2;1');

FILE_NAME ('ModeloIFC.ifc','2013-04-03T10:54:01','Sérgio Pinho','FEUP','BIM','Notepad++',$);

FILE_SCHEMA (('IFC4'));

ENDSEC;


DATA;

/* Dados do usuário, organização e da aplicação */

<nowiki>#</nowiki>1= IFCORGANIZATION ($,'Sergio-PC','FEUP',$,$);

<nowiki>#</nowiki>2= IFCAPPLICATION (#1,'1.0','IFC4','Made via Notepad++');

<nowiki>#</nowiki>3= IFCPERSON ($,$,'Sergio',$,$,$,$,$);

<nowiki>#</nowiki>4= IFCPERSONANDORGANIZATION (#3,#1,$);

<nowiki>#</nowiki>5= IFCOWNERHISTORY (#4,#2,.READWRITE.,.NOCHANGE.,$,$,$,1320677205);



/* Pontos cartesianos e direcções */

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<nowiki>#</nowiki>17= IFCDIRECTION ((0.,1.));

<nowiki>#</nowiki>18= IFCDIRECTION ((0.,-1.));



/* Unidades */

<nowiki>#</nowiki>20= IFCSIUNIT (*,.AREAUNIT.,$,.SQUARE_METRE.);

<nowiki>#</nowiki>21= IFCSIUNIT (*,.FORCEUNIT.,$,.NEWTON.);

<nowiki>#</nowiki>28= IFCSIUNIT (*,.LENGTHUNIT.,$,.METRE.);

<nowiki>#</nowiki>36= IFCSIUNIT (*,.MASSUNIT.,.KILO.,.GRAM.);

<nowiki>#</nowiki>40= IFCSIUNIT (*,.PLANEANGLEUNIT.,$,.RADIAN.);

<nowiki>#</nowiki>41= IFCMEASUREWITHUNIT (IFCPLANEANGLEMEASURE(0.0174532925199433),#40);

<nowiki>#</nowiki>42= IFCDIMENSIONALEXPONENTS (0,0,0,0,0,0,0);

<nowiki>#</nowiki>43= IFCCONVERSIONBASEDUNIT (#42,.PLANEANGLEUNIT.,'DEGREE',#41);

<nowiki>#</nowiki>45= IFCSIUNIT (*,.PRESSUREUNIT.,$,.PASCAL.);

<nowiki>#</nowiki>56= IFCSIUNIT (*,.VOLUMEUNIT.,$,.CUBIC_METRE.);

<nowiki>#</nowiki>57= IFCSIUNIT (*,.TIMEUNIT.,$,.SECOND.);

<nowiki>#</nowiki>58= IFCSIUNIT (*,.THERMODYNAMICTEMPERATUREUNIT.,$,.DEGREE_CELSIUS.);

<nowiki>#</nowiki>59= IFCSIUNIT (*,.LUMINOUSINTENSITYUNIT.,$,.LUMEN.);

<nowiki>#</nowiki>96= IFCDERIVEDUNITELEMENT (#21,1);

<nowiki>#</nowiki>97= IFCDERIVEDUNITELEMENT (#28,-1);

<nowiki>#</nowiki>98= IFCDERIVEDUNIT ((#96,#97),.LINEARFORCEUNIT.,$);

<nowiki>#</nowiki>99= IFCDERIVEDUNITELEMENT (#21,1);

<nowiki>#</nowiki>100= IFCDERIVEDUNITELEMENT (#28,1);

<nowiki>#</nowiki>101= IFCDERIVEDUNITELEMENT (#28,-1);

<nowiki>#</nowiki>102= IFCDERIVEDUNIT ((#99,#100,#101),.LINEARMOMENTUNIT.,$);

<nowiki>#</nowiki>103= IFCDERIVEDUNITELEMENT (#21,1);

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<nowiki>#</nowiki>112= IFCDERIVEDUNITELEMENT (#36,1);

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<nowiki>#</nowiki>118= IFCDERIVEDUNITELEMENT (#36,1);

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<nowiki>#</nowiki>121= IFCDERIVEDUNITELEMENT (#45,1);

<nowiki>#</nowiki>122= IFCDERIVEDUNIT ((#121),.MODULUSOFELASTICITYUNIT.,$);

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<nowiki>#</nowiki>150= IFCDERIVEDUNITELEMENT (#21,1);

<nowiki>#</nowiki>151= IFCDERIVEDUNITELEMENT (#28,1);

<nowiki>#</nowiki>152= IFCDERIVEDUNITELEMENT (#43,-1);

<nowiki>#</nowiki>153= IFCDERIVEDUNIT ((#150,#151,#152),.ROTATIONALSTIFFNESSUNIT.,$);

<nowiki>#</nowiki>154= IFCDERIVEDUNITELEMENT (#28,5);

<nowiki>#</nowiki>155= IFCDERIVEDUNIT ((#154),.SECTIONAREAINTEGRALUNIT.,$);

<nowiki>#</nowiki>156= IFCDERIVEDUNITELEMENT (#28,3);

<nowiki>#</nowiki>157= IFCDERIVEDUNIT ((#156),.SECTIONMODULUSUNIT.,$);

<nowiki>#</nowiki>158= IFCDERIVEDUNITELEMENT (#45,1);

<nowiki>#</nowiki>159= IFCDERIVEDUNIT ((#158),.SHEARMODULUSUNIT.,$);

<nowiki>#</nowiki>160= IFCUNITASSIGNMENT ((#20,#21,#28,#36,#43,#45,#56,#98,#102,#105,#114,#120,#122,#141,#144,#149,#153,#155,#157,#159));



/* Projecto */

<nowiki>#</nowiki>180= IFCPROJECT ('0QjBRF7yLCTh4HRF3GOF1t',#5,'Project',$,$,$,$,(#202,#203),#160);



/* Localização do Projecto */

<nowiki>#</nowiki>190= IFCAXIS2PLACEMENT2D (#8,#15);

<nowiki>#</nowiki>191= IFCAXIS2PLACEMENT3D (#7,$,$);

<nowiki>#</nowiki>192= IFCLOCALPLACEMENT ($,#191);

<nowiki>#</nowiki>193= IFCBUILDING ('2QhGKmE2bDmA5FWgSPSo81',#5,$,$,$,#192,$,$,.ELEMENT.,$,$,#194);

<nowiki>#</nowiki>194= IFCPOSTALADDRESS (.HOME.,$,$,'Arões','Rua da Aldeia','nº93','Vale de Cambra','Aveiro','3730-001','Portugal');

<nowiki>#</nowiki>195= IFCBUILDINGSTOREY ('1QhGKmE2bDmA5FWgVcZDp7',#5,'Ground',$,$,#192,$,'Rés-do-Chão',.COMPLEX.,0.);

<nowiki>#</nowiki>196= IFCBUILDINGSTOREY ('2QhGKmE2bDmA5FWgVcZDp7',#5,'Floor',$,$,#192,$,'1ºPiso',.COMPLEX.,3.);

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<nowiki>#</nowiki>198= IFCRELAGGREGATES ('8DrHRdX5lONR8JKpYUIp75',#5,$,$,#197,#193);

<nowiki>#</nowiki>199= IFCRELAGGREGATES ('9SpBQdB63LOK4FGpDPAp32',#5,$,$,#193,(#195,#196));


/* Representação geométrica */

<nowiki>#</nowiki>202= IFCGEOMETRICREPRESENTATIONCONTEXT ('3D','Model',3,0.00001,#191,$);

<nowiki>#</nowiki>203= IFCGEOMETRICREPRESENTATIONCONTEXT ('2D','Plan',2,0.00001,#191,$);

<nowiki>#</nowiki>204= IFCGEOMETRICREPRESENTATIONSUBCONTEXT ('Body','Model',#202,$,.MODEL_VIEW.,$);

<nowiki>#</nowiki>205= IFCGEOMETRICREPRESENTATIONSUBCONTEXT ('Annotation','Plan',#203,$,.PLAN_VIEW.,$);


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



/* Pilar 1 - Nó inferior */

<nowiki>#</nowiki>220= IFCCARTESIANPOINT ((0.,0.,0.));

<nowiki>#</nowiki>221= IFCVERTEXPOINT (#220);

<nowiki>#</nowiki>222= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#221));

<nowiki>#</nowiki>223= IFCPRODUCTDEFINITIONSHAPE ($,$,(#222));

<nowiki>#</nowiki>224= IFCSTRUCTURALPOINTCONNECTION ('1539fAVu96i8mFr0cgUqeI',#5,'Point Connection 1',$,$,$,#223,#225,$);


/* Pilar 1 - Restrições nó inferior - Fixo */

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/* Pilar 1 - Nó superior */

<nowiki>#</nowiki>226= IFCCARTESIANPOINT ((0.,0.,3.));

<nowiki>#</nowiki>227= IFCVERTEXPOINT (#226);

<nowiki>#</nowiki>228= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#227));

<nowiki>#</nowiki>229= IFCPRODUCTDEFINITIONSHAPE ($,$,(#228));

<nowiki>#</nowiki>230= IFCSTRUCTURALPOINTCONNECTION ('1mc6ibF258HPIpTmqg6DSl',#5,'Point Connection 2',$,$,$,#229,#231,$);


/* Pilar 1 - Restrições nó superior - Livre */

<nowiki>#</nowiki>231= IFCBOUNDARYNODECONDITION ('Free',IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.));


/* Pilar 2 - Nó inferior */

<nowiki>#</nowiki>240= IFCCARTESIANPOINT ((5.5,0.,0.));

<nowiki>#</nowiki>241= IFCVERTEXPOINT (#240);

<nowiki>#</nowiki>242= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#241));

<nowiki>#</nowiki>243= IFCPRODUCTDEFINITIONSHAPE ($,$,(#242));

<nowiki>#</nowiki>244= IFCSTRUCTURALPOINTCONNECTION ('2539fAVu96i8mFr0cgUqeI',#5,'Point Connection 4',$,$,$,#243,#245,$);



/* Pilar 2 - Restrições nó inferior - Fixo */

<nowiki>#</nowiki>245= IFCBOUNDARYNODECONDITION ('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));


/* Pilar 2 - Nó superior */

<nowiki>#</nowiki>246= IFCCARTESIANPOINT ((5.5,0.,3.));

<nowiki>#</nowiki>247= IFCVERTEXPOINT (#246);

<nowiki>#</nowiki>248= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#247));

<nowiki>#</nowiki>249= IFCPRODUCTDEFINITIONSHAPE ($,$,(#248));

<nowiki>#</nowiki>250= IFCSTRUCTURALPOINTCONNECTION ('2mc6ibF258HPIpTmqg6DSl',#5,'Point Connection 3',$,$,$,#249,#251,$);


/* Pilar 2 - Restrições nó superior - Livre */

<nowiki>#</nowiki>251= IFCBOUNDARYNODECONDITION ('Free',IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.));


/* Pilar 3 - Nó Inferior */

<nowiki>#</nowiki>260= IFCCARTESIANPOINT ((0.,5.5,0.));

<nowiki>#</nowiki>261= IFCVERTEXPOINT (#260);

<nowiki>#</nowiki>262= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#261));

<nowiki>#</nowiki>263= IFCPRODUCTDEFINITIONSHAPE ($,$,(#262));

<nowiki>#</nowiki>264= IFCSTRUCTURALPOINTCONNECTION ('3339fAVu96i8mFr0cgUqeI',#5,'Point Connection 5',$,$,$,#263,#265,$);


/* Pilar 3 - Restrições nó inferior - Fixo */

<nowiki>#</nowiki>265= IFCBOUNDARYNODECONDITION ('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));


/* Pilar 3 - Nó superior */

<nowiki>#</nowiki>266= IFCCARTESIANPOINT ((0.,5.5,3.));

<nowiki>#</nowiki>267= IFCVERTEXPOINT (#266);

<nowiki>#</nowiki>268= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#267));

<nowiki>#</nowiki>269= IFCPRODUCTDEFINITIONSHAPE ($,$,(#268));

<nowiki>#</nowiki>270= IFCSTRUCTURALPOINTCONNECTION ('3mc6ibF258HPIpTmqg6DSl',#5,'Point Connection 6',$,$,$,#269,#271,$);


/* Pilar 3 - Restrições nó superior - Livre */

<nowiki>#</nowiki>271= IFCBOUNDARYNODECONDITION ('Free',IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.));



/* Pilar 4 - Nó inferior */

<nowiki>#</nowiki>280= IFCCARTESIANPOINT ((5.5,5.5,0.));

<nowiki>#</nowiki>281= IFCVERTEXPOINT (#280);

<nowiki>#</nowiki>282= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#281));

<nowiki>#</nowiki>283= IFCPRODUCTDEFINITIONSHAPE ($,$,(#282));

<nowiki>#</nowiki>284= IFCSTRUCTURALPOINTCONNECTION ('4539fAVu96i8mFr0cgUqeI',#5,'Point Connection 8',$,$,$,#283,#285,$);


/* Pilar 4 - Restrições nó inferior - Fixo */

<nowiki>#</nowiki>285= IFCBOUNDARYNODECONDITION ('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));


/* Pilar 4 - Nó superior */

<nowiki>#</nowiki>286= IFCCARTESIANPOINT ((5.5,5.5,3.));

<nowiki>#</nowiki>287= IFCVERTEXPOINT (#286);

<nowiki>#</nowiki>288= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Vertex',(#287));

<nowiki>#</nowiki>289= IFCPRODUCTDEFINITIONSHAPE ($,$,(#288));

<nowiki>#</nowiki>290= IFCSTRUCTURALPOINTCONNECTION ('4mc6ibF258HPIpTmqg6DSl',#5,'Point Connection 7',$,$,$,#289,#291,$);


/* Pilar 4 - Restrições nó superior - Livre */

<nowiki>#</nowiki>291= IFCBOUNDARYNODECONDITION ('Free',IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.),IFCBOOLEAN(.F.));



/* Pilar 1 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>300= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>301= IFCSTRUCTURALCURVEMEMBER ('3eXlZ8csrAvfIIXVwC_gVP',#5,'Curve Member 1A',$,$,$,#306,.RIGID_JOINED_MEMBER.,#300);

<nowiki>#</nowiki>302= IFCRELCONNECTSSTRUCTURALMEMBER ('1Z9w70JcDEUx6TnggLE2wU',#5,$,$,#301,#224,$,$,$,$);

<nowiki>#</nowiki>303= IFCRELCONNECTSSTRUCTURALMEMBER ('1GClK7cwT80xzpZuaAlGXp',#5,$,$,#301,#230,$,$,$,$);


/* Pilar 1 - Membro estrutural (Representação) */

<nowiki>#</nowiki>304= IFCEDGE (#221,#227);

<nowiki>#</nowiki>305= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#304));


<nowiki>#</nowiki>306= IFCPRODUCTDEFINITIONSHAPE ($,$,(#305));



/* Pilar 2 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>310= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>311= IFCSTRUCTURALCURVEMEMBER ('3eXlZ8csrAvfIIXVwC_gVP',#5,'Curve Member 2A',$,$,$,#316,.RIGID_JOINED_MEMBER.,#310);

<nowiki>#</nowiki>312= IFCRELCONNECTSSTRUCTURALMEMBER ('2Z9w70JcDEUx6TnggLE2wU',#5,$,$,#311,#244,$,$,$,$);

<nowiki>#</nowiki>313= IFCRELCONNECTSSTRUCTURALMEMBER ('2GClK7cwT80xzpZuaAlGXp',#5,$,$,#311,#250,$,$,$,$);


/* Pilar 2 - Membro estrutural (Representação) */

<nowiki>#</nowiki>314= IFCEDGE (#241,#247);

<nowiki>#</nowiki>315= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#314));

<nowiki>#</nowiki>316= IFCPRODUCTDEFINITIONSHAPE ($,$,(#315));



/* Pilar 3 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>320= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>321= IFCSTRUCTURALCURVEMEMBER ('3eXlZ8csrAvfIIXVwC_gVP',#5,'Curve Member 3A',$,$,$,#326,.RIGID_JOINED_MEMBER.,#320);

<nowiki>#</nowiki>322= IFCRELCONNECTSSTRUCTURALMEMBER ('3Z9w70JcDEUx6TnggLE2wU',#5,$,$,#321,#264,$,$,$,$);

<nowiki>#</nowiki>323= IFCRELCONNECTSSTRUCTURALMEMBER ('3GClK7cwT80xzpZuaAlGXp',#5,$,$,#321,#270,$,$,$,$);


/* Pilar 3 - Membro estrutural (Representação) */

<nowiki>#</nowiki>324= IFCEDGE (#261,#267);

<nowiki>#</nowiki>325= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#324));

<nowiki>#</nowiki>326= IFCPRODUCTDEFINITIONSHAPE ($,$,(#325));



/* Pilar 4 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>330= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>331= IFCSTRUCTURALCURVEMEMBER ('3eXlZ8csrAvfIIXVwC_gVP',#5,'Curve Member 4A',$,$,$,#336,.RIGID_JOINED_MEMBER.,#330);

<nowiki>#</nowiki>332= IFCRELCONNECTSSTRUCTURALMEMBER ('4Z9w70JcDEUx6TnggLE2wU',#5,$,$,#331,#284,$,$,$,$);

<nowiki>#</nowiki>333= IFCRELCONNECTSSTRUCTURALMEMBER ('4GClK7cwT80xzpZuaAlGXp',#5,$,$,#331,#290,$,$,$,$);


/* Pilar 4 - Membro estrutural (Representação) */

<nowiki>#</nowiki>334= IFCEDGE (#281,#287);

<nowiki>#</nowiki>335= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#334));

<nowiki>#</nowiki>336= IFCPRODUCTDEFINITIONSHAPE ($,$,(#335));



/* Viga 1 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>350= IFCDIRECTION ((0.,0.,1.));

<nowiki>#</nowiki>351= IFCSTRUCTURALCURVEMEMBER ('25vEW7EzrBTvz5cbNWzhP$',#5,'Curve Member 1B',$,$,$,#356,.RIGID_JOINED_MEMBER.,#350);

<nowiki>#</nowiki>352= IFCRELCONNECTSSTRUCTURALMEMBER ('1ZUyJTZMHEev9njAeNDQUT',#5,$,$,#351,#230,$,$,$,$);

<nowiki>#</nowiki>353= IFCRELCONNECTSSTRUCTURALMEMBER ('1Y3WZZzV16XQ$1zEZLWjJX',#5,$,$,#351,#250,$,$,$,$);


/* Viga 1 - Membro estrutural (Representação) */

<nowiki>#</nowiki>354= IFCEDGE (#227,#247);

<nowiki>#</nowiki>355= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#354));

<nowiki>#</nowiki>356= IFCPRODUCTDEFINITIONSHAPE ($,$,(#355));



/* Viga 2 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>360= IFCDIRECTION ((0.,0.,1.));

<nowiki>#</nowiki>361= IFCSTRUCTURALCURVEMEMBER ('25vEW7EzrBTvz5cbNWzhP$',#5,'Curve Member 2B',$,$,$,#366,.RIGID_JOINED_MEMBER.,#360);

<nowiki>#</nowiki>362= IFCRELCONNECTSSTRUCTURALMEMBER ('2ZUyJTZMHEev9njAeNDQUT',#5,$,$,#361,#270,$,$,$,$);

<nowiki>#</nowiki>363= IFCRELCONNECTSSTRUCTURALMEMBER ('2Y3WZZzV16XQ$1wEZLWjJX',#5,$,$,#361,#290,$,$,$,$);


/* Viga 2 - Membro estrutural (Representação) */

<nowiki>#</nowiki>364= IFCEDGE (#267,#287);

<nowiki>#</nowiki>365= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#364));

<nowiki>#</nowiki>366= IFCPRODUCTDEFINITIONSHAPE ($,$,(#365));



/* Viga 3 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>370= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>371= IFCSTRUCTURALCURVEMEMBER ('25vEW7EzrBTvz5cbNWzhP$',#5,'Curve Member 3B',$,$,$,#376,.RIGID_JOINED_MEMBER.,#370);

<nowiki>#</nowiki>372= IFCRELCONNECTSSTRUCTURALMEMBER ('3ZUyJTZMHEev9njAeNDQUT',#5,$,$,#371,#230,$,$,$,$);

<nowiki>#</nowiki>373= IFCRELCONNECTSSTRUCTURALMEMBER ('3Y3WZZzV16XQ$1wEZLWjJX',#5,$,$,#371,#270,$,$,$,$);


/* Viga 3 - Membro estrutural (Representação) */

<nowiki>#</nowiki>374= IFCEDGE (#227,#267);

<nowiki>#</nowiki>375= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#374));

<nowiki>#</nowiki>376= IFCPRODUCTDEFINITIONSHAPE ($,$,(#375));



/* Viga 4 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>380= IFCDIRECTION ((1.,0.,0.));

<nowiki>#</nowiki>381= IFCSTRUCTURALCURVEMEMBER ('25vEW7EzrBTvz5cbNWzhP$',#5,'Curve Member 4B',$,$,$,#386,.RIGID_JOINED_MEMBER.,#380);

<nowiki>#</nowiki>382= IFCRELCONNECTSSTRUCTURALMEMBER ('4ZUyJTZMHEev9njAeNDQUT',#5,$,$,#381,#250,$,$,$,$);

<nowiki>#</nowiki>383= IFCRELCONNECTSSTRUCTURALMEMBER ('4Y3WZZzV16XQ$1wEZLWjJX',#5,$,$,#381,#290,$,$,$,$);


/* Viga 4 - Membro estrutural (Representação) */

<nowiki>#</nowiki>384= IFCEDGE (#247,#287);

<nowiki>#</nowiki>385= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Edge',(#384));

<nowiki>#</nowiki>386= IFCPRODUCTDEFINITIONSHAPE ($,$,(#385));



/* Laje 1 - Membro estrutural (Objecto) */

<nowiki>#</nowiki>390= IFCSTRUCTURALSURFACEMEMBER ('50xQG7EzrTYvz5cbDFzhP$',#5,'Surface Member 1C',$,$,$,#400,.BENDING_ELEMENT.,0.22);

<nowiki>#</nowiki>391= IFCSTRUCTURALSURFACECONNECTION ('0mc6ibF258HPIpTmqg6DSl',#5,'Surface Connection 1',$,$,$,#400,$,$);

<nowiki>#</nowiki>392= IFCRELCONNECTSSTRUCTURALMEMBER ('1ZUyJTZMHEev9njAeNDQUT',#5,$,$,#390,#230,$,$,$,$);

<nowiki>#</nowiki>393= IFCRELCONNECTSSTRUCTURALMEMBER ('2Y3WZZzV16XQ$1wEZLWjJX',#5,$,$,#390,#250,$,$,$,$);

<nowiki>#</nowiki>394= IFCRELCONNECTSSTRUCTURALMEMBER ('3ZUyJTZMHEev9njAeNDQUT',#5,$,$,#390,#270,$,$,$,$);

<nowiki>#</nowiki>395= IFCRELCONNECTSSTRUCTURALMEMBER ('4Y3WZZzV16XQ$1wEZLWjJX',#5,$,$,#390,#290,$,$,$,$);


/* Laje 1 - Membro estrutural (Representação) */

<nowiki>#</nowiki>396= IFCPOLYLOOP ((#226,#246,#286,#266));

<nowiki>#</nowiki>397= IFCFACEOUTERBOUND (#396,.T.);

<nowiki>#</nowiki>398= IFCFACESURFACE ((#397),$,.T.);

<nowiki>#</nowiki>399= IFCTOPOLOGYREPRESENTATION (#202,'Reference','Face',(#398));

<nowiki>#</nowiki>400= IFCPRODUCTDEFINITIONSHAPE ($,$,(#399));



/* Atribuição das nós e membros estruturais ao modelo de análise estrutural */

<nowiki>#</nowiki>401= IFCRELASSIGNSTOGROUP ('3mDDAcu390$A5orhhUv4qv',#5,$,$,
(#224,#230,#244,#250,#264,#270,#284,#290,#301,#311,#321,#331,#351,#361,#371,#381,#390),.PRODUCT.,#875);


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



/* Sapatas - Secção */

<nowiki>#</nowiki>404= IFCRECTANGLEPROFILEDEF (.AREA.,'150x200',#190,1.5,2.0);

<nowiki>#</nowiki>405= IFCEXTRUDEDAREASOLID (#404,#191,#13,0.75);

<nowiki>#</nowiki>406= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#405));

<nowiki>#</nowiki>407= IFCPRODUCTDEFINITIONSHAPE ($,$,(#406));

<nowiki>#</nowiki>408= IFCPRESENTATIONLAYERASSIGNMENT ('Footing_Profile_A','No description',(#406),$);

<nowiki>#</nowiki>409= IFCCARTESIANPOINT ((0.0,0.0,-0.75));

<nowiki>#</nowiki>410= IFCAXIS2PLACEMENT3D (#409,$,$);

<nowiki>#</nowiki>411= IFCLOCALPLACEMENT (#192,#410);

<nowiki>#</nowiki>412= IFCFOOTING ('1we2ARoE50netW0RKs4eva',#5,'Sapata 1',$,$,#411,#407,$,.PAD_FOOTING.);

<nowiki>#</nowiki>413= IFCCARTESIANPOINT ((5.5,0.0,-0.75));

<nowiki>#</nowiki>414= IFCAXIS2PLACEMENT3D (#413,$,$);

<nowiki>#</nowiki>415= IFCLOCALPLACEMENT (#192,#414);

<nowiki>#</nowiki>416= IFCFOOTING ('2we2ARoE50netQ4FGs4drw',#5,'Sapata 2',$,$,#415,#407,$,.PAD_FOOTING.);

<nowiki>#</nowiki>417= IFCCARTESIANPOINT ((0.0,5.5,-0.75));

<nowiki>#</nowiki>418= IFCAXIS2PLACEMENT3D (#417,$,$);

<nowiki>#</nowiki>419= IFCLOCALPLACEMENT (#192,#418);

<nowiki>#</nowiki>420= IFCFOOTING ('3we2ARoE50netZ5KPs4ako',#5,'Sapata 3',$,$,#419,#407,$,.PAD_FOOTING.);

<nowiki>#</nowiki>421= IFCCARTESIANPOINT ((5.5,5.5,-0.75));

<nowiki>#</nowiki>422= IFCAXIS2PLACEMENT3D (#421,$,$);

<nowiki>#</nowiki>423= IFCLOCALPLACEMENT (#192,#422);

<nowiki>#</nowiki>424= IFCFOOTING ('4we2ARoE50netX9RTs4thg',#5,'Sapata 4',$,$,#423,#407,$,.PAD_FOOTING.);


/* Pilares - Secção e caracteristicas  */

<nowiki>#</nowiki>425= IFCRECTANGLEPROFILEDEF (.AREA.,'20x30',$,0.20,0.30);

<nowiki>#</nowiki>426= IFCEXTRUDEDAREASOLID (#425,#191,#13,3.0);

<nowiki>#</nowiki>427= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#426));

<nowiki>#</nowiki>428= IFCPRESENTATIONLAYERASSIGNMENT ('Columns Profile','No description',(#427),$);

<nowiki>#</nowiki>429= IFCPRODUCTDEFINITIONSHAPE ($,$,(#427));

<nowiki>#</nowiki>430= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

<nowiki>#</nowiki>431= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(0.06),$);

<nowiki>#</nowiki>432= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(0.0002),$);

<nowiki>#</nowiki>433= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00045),$);

<nowiki>#</nowiki>434= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

<nowiki>#</nowiki>435= IFCPROFILEPROPERTIES ('Pset_ProfileMechanical',$,(#430,#431,#432,#433,#434),#425);

<nowiki>#</nowiki>436= IFCCARTESIANPOINT ((0.0,0.0,0.0));

<nowiki>#</nowiki>437= IFCAXIS2PLACEMENT3D (#436,#13,#9);

<nowiki>#</nowiki>438= IFCLOCALPLACEMENT (#192,#437);

<nowiki>#</nowiki>439= IFCCOLUMN ('1fv4DZfY55exwX8QDy8xmw',#5,'Column 1',$,$,#438,#429,$,.COLUMN.);

<nowiki>#</nowiki>440= IFCRELCONNECTSSTRUCTURALELEMENT ('1pDDAft390$A5guwnUv4ac',#5,$,$,(#301),#439);

<nowiki>#</nowiki>441= IFCCARTESIANPOINT ((5.5,0.,0.));

<nowiki>#</nowiki>442= IFCAXIS2PLACEMENT3D (#441,#13,#9);

<nowiki>#</nowiki>443= IFCLOCALPLACEMENT (#192,#442);

<nowiki>#</nowiki>444= IFCCOLUMN ('2ui4PZfD35egqW2RSy4fvw',#5,'Column 2',$,$,#443,#429,$,.COLUMN.);

<nowiki>#</nowiki>445= IFCRELCONNECTSSTRUCTURALELEMENT ('2pDDAft390$A5guwnUv4ac',#5,$,$,(#311),#444);

<nowiki>#</nowiki>446= IFCCARTESIANPOINT ((0.,5.5,0.));

<nowiki>#</nowiki>447= IFCAXIS2PLACEMENT3D (#446,#13,#9);

<nowiki>#</nowiki>448= IFCLOCALPLACEMENT (#192,#447);

<nowiki>#</nowiki>449= IFCCOLUMN ('3ui4PZfD35egqW2RSy4fvw',#5,'Column 3',$,$,#448,#429,$,.COLUMN.);

<nowiki>#</nowiki>450= IFCRELCONNECTSSTRUCTURALELEMENT ('3pDDAft390$A5guwnUv4ac',#5,$,$,(#321),#449);

<nowiki>#</nowiki>451= IFCCARTESIANPOINT ((5.5,5.5,0.));

<nowiki>#</nowiki>452= IFCAXIS2PLACEMENT3D (#451,#13,#9);

<nowiki>#</nowiki>453= IFCLOCALPLACEMENT (#192,#452);

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

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

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


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

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

<nowiki>#</nowiki>477= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

<nowiki>#</nowiki>478= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(0.08),$);

<nowiki>#</nowiki>479= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(0.00027),$);

<nowiki>#</nowiki>480= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00107),$);

<nowiki>#</nowiki>481= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

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

<nowiki>#</nowiki>483= IFCEXTRUDEDAREASOLID (#476,#191,#13,5.2);

<nowiki>#</nowiki>484= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#483));

<nowiki>#</nowiki>485= IFCPRESENTATIONLAYERASSIGNMENT ('Beam Profile','No description',(#484),$);

<nowiki>#</nowiki>486= IFCPRODUCTDEFINITIONSHAPE ($,$,(#484));

<nowiki>#</nowiki>487= IFCCARTESIANPOINT ((0.0,0.15,2.8));

<nowiki>#</nowiki>488= IFCAXIS2PLACEMENT3D (#487,#11,#9);

<nowiki>#</nowiki>489= IFCLOCALPLACEMENT (#192,#488);

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

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

<nowiki>#</nowiki>492= IFCCARTESIANPOINT ((5.5,0.15,2.8));

<nowiki>#</nowiki>493= IFCAXIS2PLACEMENT3D (#492,#11,#9);

<nowiki>#</nowiki>494= IFCLOCALPLACEMENT (#192,#493);

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

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

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


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

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

<nowiki>#</nowiki>527= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

<nowiki>#</nowiki>528= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(0.06),$);

<nowiki>#</nowiki>529= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(0.00027),$);

<nowiki>#</nowiki>530= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00107),$);

<nowiki>#</nowiki>531= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

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

<nowiki>#</nowiki>533= IFCEXTRUDEDAREASOLID (#526,#191,#13,5.3);

<nowiki>#</nowiki>534= IFCSHAPEREPRESENTATION (#202,'Body','SweptSolid',(#533));

<nowiki>#</nowiki>535= IFCPRESENTATIONLAYERASSIGNMENT ('Beam Profile','No description',(#534),$);

<nowiki>#</nowiki>536= IFCPRODUCTDEFINITIONSHAPE ($,$,(#534));

<nowiki>#</nowiki>537= IFCCARTESIANPOINT ((0.1,-0.05,2.8));

<nowiki>#</nowiki>538= IFCAXIS2PLACEMENT3D (#537,#9,#11);

<nowiki>#</nowiki>539= IFCLOCALPLACEMENT (#192,#538);

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

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

<nowiki>#</nowiki>545= IFCCARTESIANPOINT ((0.1,5.55,2.8));

<nowiki>#</nowiki>546= IFCAXIS2PLACEMENT3D (#545,#9,#11);

<nowiki>#</nowiki>547= IFCLOCALPLACEMENT (#192,#546);

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

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

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


/* Laje - Secção e caracteristicas */

<nowiki>#</nowiki>600= IFCRECTANGLEPROFILEDEF (.AREA.,$,$,5.3,5.4);

<nowiki>#</nowiki>601= IFCEXTRUDEDAREASOLID(#600,#191,#13,0.22);

<nowiki>#</nowiki>602= IFCSHAPEREPRESENTATION(#202,'Body','SweptSolid',(#601));

<nowiki>#</nowiki>603= IFCPRESENTATIONLAYERASSIGNMENT('Columns Profile','No description',(#602),$);

<nowiki>#</nowiki>604= IFCPRODUCTDEFINITIONSHAPE($,$,(#602));

<nowiki>#</nowiki>605= IFCPROPERTYSINGLEVALUE ('MassPerLength',$,IFCMASSPERLENGTHMEASURE(25),$);

<nowiki>#</nowiki>606= IFCPROPERTYSINGLEVALUE ('CrossSectionArea',$,IFCAREAMEASURE(1.21),$);

<nowiki>#</nowiki>607= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(3.05),$);

<nowiki>#</nowiki>608= IFCPROPERTYSINGLEVALUE ('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(0.00488),$);

<nowiki>#</nowiki>609= IFCPROPERTYSINGLEVALUE ('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);

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

<nowiki>#</nowiki>611= IFCCARTESIANPOINT ((2.75,2.75,2.78));

<nowiki>#</nowiki>612= IFCAXIS2PLACEMENT3D (#611,#13,#9);

<nowiki>#</nowiki>613= IFCLOCALPLACEMENT (#192,#612);

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

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

<nowiki>#</nowiki>616= IFCRELCONTAINEDINSPATIALSTRUCTURE ('45kVXT9hb7C80NqRflZZF6',#5,$,$,#614,#196);


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


/* Material e propriedades */

/* Pilares - Propriedades do material */

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

<nowiki>#</nowiki>701= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

<nowiki>#</nowiki>702= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#701),#700);

<nowiki>#</nowiki>703= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

<nowiki>#</nowiki>704= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

<nowiki>#</nowiki>705= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#703,#704),#700);

<nowiki>#</nowiki>706= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

<nowiki>#</nowiki>707= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

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

<nowiki>#</nowiki>709= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

<nowiki>#</nowiki>710= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

<nowiki>#</nowiki>711= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

<nowiki>#</nowiki>712= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

<nowiki>#</nowiki>713= IFCPROPERTYSINGLEVALUE ('ReinforcementStrengthClass',$,'S500',$);

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

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

<nowiki>#</nowiki>716= IFCMATERIALPROFILE ($,$,#700,#425,$,$);

<nowiki>#</nowiki>717= IFCMATERIALPROFILESET ($,$,(#716),$);

<nowiki>#</nowiki>718= IFCMATERIALPROFILESETUSAGE (#717,$,$);

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


/* Vigas - Propriedades do material */

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

<nowiki>#</nowiki>751= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

<nowiki>#</nowiki>752= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#751),#750);

<nowiki>#</nowiki>753= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

<nowiki>#</nowiki>754= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

<nowiki>#</nowiki>755= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#753,#754),#750);

<nowiki>#</nowiki>756= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

<nowiki>#</nowiki>757= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

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

<nowiki>#</nowiki>759= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

<nowiki>#</nowiki>760= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

<nowiki>#</nowiki>761= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

<nowiki>#</nowiki>762= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

<nowiki>#</nowiki>763= IFCPROPERTYSINGLEVALUE ('ReinforcementStrengthClass',$,'S500',$);

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

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

<nowiki>#</nowiki>766= IFCMATERIALPROFILE ($,$,#750,#476,$,$);

<nowiki>#</nowiki>767= IFCMATERIALPROFILESET ($,$,(#766),$);

<nowiki>#</nowiki>768= IFCMATERIALPROFILESETUSAGE (#767,$,$);

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



/* Lajes - Propriedades do material */

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

<nowiki>#</nowiki>807= IFCPROPERTYSINGLEVALUE ('MassDensity',$,IFCMASSDENSITYMEASURE(2407.31),$);

<nowiki>#</nowiki>808= IFCMATERIALPROPERTIES ('Pset_MaterialCommon',$,(#807),#806);

<nowiki>#</nowiki>809= IFCPROPERTYSINGLEVALUE ('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(23250000000),$);

<nowiki>#</nowiki>810= IFCPROPERTYSINGLEVALUE ('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(9964000000),$);

<nowiki>#</nowiki>811= IFCMATERIALPROPERTIES ('Pset_MaterialMechanical',$,(#809,#810),#806);

<nowiki>#</nowiki>812= IFCPROPERTYSINGLEVALUE ('ConstructionMethod',$,'In-Situ',$);

<nowiki>#</nowiki>813= IFCPROPERTYSINGLEVALUE ('StructuralClass',$,'S1',$);

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

<nowiki>#</nowiki>815= IFCPROPERTYSINGLEVALUE ('ExposureClass',$,'XC4',$);

<nowiki>#</nowiki>816= IFCPROPERTYSINGLEVALUE ('ReinforcementVolumeRatio',$,IFCMASSDENSITYMEASURE(280),$);

<nowiki>#</nowiki>817= IFCPROPERTYSINGLEVALUE ('ConstructionToleranceClass',$,'cm',$);

<nowiki>#</nowiki>818= IFCPROPERTYSINGLEVALUE ('ConcreteCover',$,IFCPOSITIVELENGHTMEASURE(0.025),$);

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

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

<nowiki>#</nowiki>822= IFCMATERIALPROFILE ($,$,#806,#600,$,$);

<nowiki>#</nowiki>823= IFCMATERIALPROFILESET ($,$,(#822),$);

<nowiki>#</nowiki>824= IFCMATERIALPROFILESETUSAGE (#823,$,$);

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


/* Pilares - Identificação de Propriedades - Dimensões */

<nowiki>#</nowiki>850= IFCPROPERTYSINGLEVALUE ('a',$,IFCLENGTHMEASURE(0.2),$);

<nowiki>#</nowiki>851= IFCPROPERTYSINGLEVALUE ('b',$,IFCLENGTHMEASURE(0.3),$);

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

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


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



/* Modelo de análise estrutural */

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

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



/* Caso de carga 1 */

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


/* Pilar 1 - Carga linear */

<nowiki>#</nowiki>901= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',$,$,-1.64,$,$,$);

<nowiki>#</nowiki>902= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',$,$,-1.64,$,$,$);

<nowiki>#</nowiki>903= IFCSTRUCTURALLOADCONFIGURATION ($,(#901,#902),((0.),(3.)));

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

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

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



/* Caso de carga 2 */

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


/* Pilar 1 - Carga pontual */

<nowiki>#</nowiki>911= IFCSTRUCTURALLOADSINGLEFORCE ('Força 1',$,$,-2.54,$,$,$);

<nowiki>#</nowiki>912= IFCSTRUCTURALLOADCONFIGURATION ($,(#911),((3.)));

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

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

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



/* Caso de carga 3 */

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


/* Viga 1 - Carga trapezoidal */

<nowiki>#</nowiki>921= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',5,$,$,$,$,$);

<nowiki>#</nowiki>922= IFCSTRUCTURALLOADLINEARFORCE ('Nominal',2,$,$,$,$,$);

<nowiki>#</nowiki>923= IFCSTRUCTURALLOADCONFIGURATION ($,(#921,#922),((0.),(5.5)));

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

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

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



/* Caso de carga 4 */

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


/* Laje 1 - Carga uniformemente distribuida */

<nowiki>#</nowiki>931= IFCSTRUCTURALLOADPLANARFORCE ('Nominal',$,$,-4);

<nowiki>#</nowiki>932= IFCSTRUCTURALLOADCONFIGURATION ($,(#931),((0.)));

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

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

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



ENDSEC;


END-ISO-10303-21;