mirror of
https://github.com/IfcOpenShell/IfcOpenShell.git
synced 2026-08-17 02:49:12 +00:00
krande
120 lines
7.2 KiB
Plaintext
120 lines
7.2 KiB
Plaintext
ISO-10303-21;
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HEADER;
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FILE_DESCRIPTION(('ViewDefinition [CoordinationView]'),'2;1');
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FILE_NAME('','2025-02-14T16:16:53',(''),(''),'IfcOpenShell 0.8.1-c49ca69','IfcOpenShell 0.8.1-c49ca69','');
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FILE_SCHEMA(('IFC4X3_ADD2'));
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ENDSEC;
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DATA;
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#1=IFCPERSON($,$,'Pravin.Muthukrishnan',$,$,$,$,$);
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#2=IFCORGANIZATION($,'BG&E Pty Ltd','BG&E Pty Ltd',$,$);
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#3=IFCPERSONANDORGANIZATION(#1,#2,$);
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#4=IFCAPPLICATION(#2,'15.0C1n','12d Model','12d Model');
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#5=IFCOWNERHISTORY(#3,#4,$,.NOCHANGE.,$,$,$,1739508662);
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#6=IFCCARTESIANPOINT((0.,0.,0.));
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#7=IFCDIRECTION((0.,0.,1.));
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#8=IFCDIRECTION((1.,0.,0.));
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#9=IFCAXIS2PLACEMENT3D(#6,#7,#8);
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#10=IFCDIRECTION((0.,1.,0.));
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#11=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-06,#9,#10);
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#12=IFCSIUNIT(*,.LENGTHUNIT.,$,.METRE.);
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#13=IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.);
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#14=IFCSIUNIT(*,.VOLUMEUNIT.,$,.CUBIC_METRE.);
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#15=IFCSIUNIT(*,.PLANEANGLEUNIT.,$,.RADIAN.);
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#16=IFCUNITASSIGNMENT((#12,#13,#14,#15));
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#17=IFCPROJECT('3f4tUCcZz5OBp_RAlF3Yjd',#5,'DRAINAGE DESIGN','No description set',$,$,$,(#11),#16);
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#18=IFCPERSON($,$,'Pravin.Muthukrishnan',$,$,$,$,$);
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#19=IFCORGANIZATION($,'BG&E Pty Ltd','BG&E Pty Ltd',$,$);
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#20=IFCPERSONANDORGANIZATION(#18,#19,$);
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#21=IFCAPPLICATION(#19,'15.0C1n','12d Model','12d Model');
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#22=IFCOWNERHISTORY(#20,#21,$,.NOCHANGE.,$,$,$,1739508662);
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#30=IFCCARTESIANPOINT((0.,0.));
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#31=IFCAXIS2PLACEMENT2D(#30,$);
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#32=IFCCIRCLEPROFILEDEF(.AREA.,$,#31,0.179);
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#33=IFCCARTESIANPOINT((289080.818499209,5822851.36621952,118.886));
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#34=IFCCARTESIANPOINT((289081.570466963,5822857.54453541,118.886));
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#35=IFCPOLYLINE((#33,#34));
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#36=IFCDIRECTION((1.,0.,0.));
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#37=IFCFIXEDREFERENCESWEPTAREASOLID(#32,$,#35,$,$,#36);
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#38=IFCSHAPEREPRESENTATION(#11,'Body','AdvancedSweptSolid',(#37));
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#39=IFCPRODUCTDEFINITIONSHAPE($,$,(#38));
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#40=IFCFLOWSEGMENT('1iJOpv7cX1SBoQLaHDDolV',#108,'5','5-1 to 1-1','EXISTING (RETAINED)',#103,#39,$);
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#41=IFCRELDEFINESBYPROPERTIES('10rIwnj8r8RR3PKc1TXqSB',#22,'12d Model','Attributes',(#40),#94);
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#42=IFCPROPERTYSINGLEVALUE('calculated critical cover chainage',$,IFCREAL(2.24873590275508),$);
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#43=IFCPROPERTYSINGLEVALUE('nominal diameter',$,IFCREAL(0.3),$);
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#44=IFCPROPERTYSINGLEVALUE('pipe id',$,IFCINTEGER(35),$);
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#45=IFCPROPERTYSINGLEVALUE('colour',$,IFCLABEL('orange'),$);
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#46=IFCPROPERTYSINGLEVALUE('group',$,IFCLABEL('EX'),$);
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#47=IFCCOMPLEXPROPERTY('pipe sched','12d_attribute_group',$,(#46));
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#48=IFCPROPERTYSINGLEVALUE('name',$,IFCLABEL('EX'),$);
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#49=IFCCOMPLEXPROPERTY('lplot','12d_attribute_group',$,(#48));
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#50=IFCPROPERTYSINGLEVALUE('pipe name',$,IFCLABEL('5-1 to 1-1'),$);
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#51=IFCPROPERTYSINGLEVALUE('calculated direct pipe flow total minor',$,IFCREAL(0.),$);
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#52=IFCPROPERTYSINGLEVALUE('calculated direct pipe flow total major',$,IFCREAL(0.),$);
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#53=IFCPROPERTYSINGLEVALUE('calculated direct pit and pipe flow total minor',$,IFCREAL(0.),$);
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#54=IFCPROPERTYSINGLEVALUE('calculated direct pit and pipe flow total major',$,IFCREAL(0.),$);
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#55=IFCPROPERTYSINGLEVALUE('pipe type',$,IFCLABEL('EXISTING (RETAINED)'),$);
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#56=IFCPROPERTYSINGLEVALUE('roughness text',$,IFCLABEL('n=0.013'),$);
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#57=IFCPROPERTYSINGLEVALUE('calculated design grade minimum',$,IFCREAL(1.),$);
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#58=IFCPROPERTYSINGLEVALUE('calculated pipe length',$,IFCREAL(7.19890895752825),$);
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#59=IFCPROPERTYSINGLEVALUE('invert us',$,IFCREAL(118.736),$);
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#60=IFCPROPERTYSINGLEVALUE('invert ds',$,IFCREAL(118.736),$);
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#61=IFCPROPERTYSINGLEVALUE('calculated pipe grade',$,IFCREAL(-0.),$);
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#62=IFCPROPERTYSINGLEVALUE('calculated pipe vert angle',$,IFCREAL(0.),$);
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#63=IFCPROPERTYSINGLEVALUE('calculated pipe grade 1 in',$,IFCREAL(1000000.),$);
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#64=IFCPROPERTYSINGLEVALUE('pipe size',$,IFCLABEL('300'),$);
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#65=IFCPROPERTYSINGLEVALUE('diameter',$,IFCREAL(0.3),$);
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#66=IFCPROPERTYSINGLEVALUE('nominal pipe size',$,IFCLABEL('300'),$);
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#67=IFCPROPERTYSINGLEVALUE('calculated us deflection',$,IFCREAL(0.),$);
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#68=IFCPROPERTYSINGLEVALUE('calculated ds deflection',$,IFCREAL(89.4496469263205),$);
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#69=IFCPROPERTYSINGLEVALUE('calculated design drop',$,IFCREAL(0.02),$);
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#70=IFCPROPERTYSINGLEVALUE('calculated drop',$,IFCREAL(0.),$);
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#71=IFCPROPERTYSINGLEVALUE('calculated pipe vert ds deflection angle',$,IFCREAL(-4.09980829540645),$);
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#72=IFCPROPERTYSINGLEVALUE('calculated design cover',$,IFCREAL(1.1),$);
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#73=IFCPROPERTYSINGLEVALUE('minimum cover',$,IFCREAL(1.67561504823626),$);
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#74=IFCPROPERTYSINGLEVALUE('pipe colour',$,IFCINTEGER(8),$);
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#75=IFCPROPERTYSINGLEVALUE('conduit shape',$,IFCLABEL('Circular'),$);
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#76=IFCPROPERTYSINGLEVALUE('calculated invert us',$,IFCREAL(118.736),$);
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#77=IFCPROPERTYSINGLEVALUE('calculated invert ds',$,IFCREAL(118.736),$);
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#78=IFCPROPERTYSINGLEVALUE('calculated hgl us',$,IFCREAL(118.736),$);
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#79=IFCPROPERTYSINGLEVALUE('calculated hgl ds',$,IFCREAL(118.736),$);
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#80=IFCPROPERTYSINGLEVALUE('lock us il',$,IFCINTEGER(1),$);
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#81=IFCPROPERTYSINGLEVALUE('lock ds il',$,IFCINTEGER(1),$);
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#82=IFCPROPERTYSINGLEVALUE('critical barrel',$,IFCINTEGER(0),$);
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#83=IFCPROPERTYSINGLEVALUE('critical side',$,IFCINTEGER(0),$);
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#84=IFCPROPERTYSINGLEVALUE('Pipe Name',$,IFCLABEL('5-1 to 1-1'),$);
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#85=IFCPROPERTYSINGLEVALUE('Pipe Type',$,IFCLABEL('EXISTING (RETAINED)'),$);
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#86=IFCPROPERTYSINGLEVALUE('Justification',$,IFCLABEL('Invert'),$);
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#87=IFCPROPERTYSINGLEVALUE('Start x',$,IFCREAL(289080.818499209),$);
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#88=IFCPROPERTYSINGLEVALUE('Start y',$,IFCREAL(5822851.36621952),$);
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#89=IFCPROPERTYSINGLEVALUE('Start z',$,IFCREAL(118.736),$);
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#90=IFCPROPERTYSINGLEVALUE('End x',$,IFCREAL(289081.570466963),$);
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#91=IFCPROPERTYSINGLEVALUE('End y',$,IFCREAL(5822857.54453541),$);
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#92=IFCPROPERTYSINGLEVALUE('End z',$,IFCREAL(118.736),$);
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#93=IFCCOMPLEXPROPERTY('Geometry','12d_attribute_group',$,(#86,#87,#88,#89,#90,#91,#92));
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#94=IFCPROPERTYSET('0pqqHlNsb54w9VRYcNog0C',#22,'12d Model',$,(#42,#43,#44,#45,#47,#49,#50,#51,#52,#53,#54,#55,#56,#57,#58,#59,#60,#61,#62,#63,#64,#65,#66,#67,#68,#69,#70,#71,#72,#73,#74,#75,#76,#77,#78,#79,#80,#81,#82,#83,#84,#85,#93));
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#95=IFCSTYLEDITEM(#37,(#98),$);
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#96=IFCCOLOURRGB('orange',1.,0.647058823529412,0.);
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#97=IFCSURFACESTYLERENDERING(#96,$,$,$,$,$,IFCNORMALISEDRATIOMEASURE(0.00390625),IFCSPECULAREXPONENT(10.),.NOTDEFINED.);
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#98=IFCSURFACESTYLE($,.POSITIVE.,(#97));
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#99=IFCCARTESIANPOINT((0.,0.,0.));
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#100=IFCDIRECTION((0.,0.,1.));
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#101=IFCDIRECTION((1.,0.,0.));
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#102=IFCAXIS2PLACEMENT3D(#99,#100,#101);
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#103=IFCLOCALPLACEMENT($,#102);
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#104=IFCACTORROLE(.USERDEFINED.,'CONTRIBUTOR',$);
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#105=IFCTELECOMADDRESS(.USERDEFINED.,$,'WEBPAGE',$,$,$,$,'https://ifcopenshell.org',$);
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#106=IFCORGANIZATION('IfcOpenShell','IfcOpenShell','IfcOpenShell is an open source software library that helps users and software developers to work with IFC data.',(#104),(#105));
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#107=IFCAPPLICATION(#106,'0.8.1-alpha250208-3832077','Bonsai','Bonsai');
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#108=IFCOWNERHISTORY(#20,#21,$,.MODIFIED.,1739510213,#3,#107,1739508662);
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#114=IFCSITE('2CTfxIYCTCsRAvUEqFZoH3',#120,'Default Site','Description of Default Site',$,#119,$,$,.ELEMENT.,$,$,$,$,$);
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#115=IFCCARTESIANPOINT((0.,0.,0.));
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#116=IFCDIRECTION((0.,0.,1.));
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#117=IFCDIRECTION((1.,0.,0.));
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#118=IFCAXIS2PLACEMENT3D(#115,#116,#117);
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#119=IFCLOCALPLACEMENT($,#118);
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#120=IFCOWNERHISTORY(#20,#21,$,.MODIFIED.,1739510213,#3,#107,1739508662);
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#121=IFCRELCONTAINEDINSPATIALSTRUCTURE('05AVd4pPf1jeS4OU20v7N9',#5,$,$,(#40),#114);
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#122=IFCRELAGGREGATES('3PxVuUIG14dQdQEHf8wUca',#5,$,$,#17,(#114));
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ENDSEC;
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END-ISO-10303-21;
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