IFC STRUCTURAL ESTBED · Beam Brace Wall ... W33x201 Steel A992 38’-0”15/32 0 ... ,'EXPRESS...
Transcript of IFC STRUCTURAL ESTBED · Beam Brace Wall ... W33x201 Steel A992 38’-0”15/32 0 ... ,'EXPRESS...
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IFC STRUCTURAL TESTBED TESTBED FOR EXCHANGE OF STRUCTURAL
DESIGN MODELS AMONG DESIGN AND ANALYSIS APPLICATION
MODEL VERSION:
TEKLA STRUCTURES
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IFC Certification Proposal Draft 1 Page 2
1 TESTBED DESCRIPTION The structural testbed is based on a modified original design of a stadium, where one section had been cut-out and additional element types had been added. It should represent a fair portion of elements used in structural modeling. The testbed comprises: A common source model to testing the IFC exchange A description of the test model based on the structural modeling elements and attributes used A description of test criteria against which the result is validated A realization of the same test model in (at least) two structural modeling applications A set of IFC export files (from the source applications) with well documented export options A set of success/failure descriptions for external neutral test tools
In IFC syntax checker, In IFC validation tools, In IFC viewer
A matrix of success/failure descriptions for import into other software Matrix based on test criteria and importing software Importing software is either:
Other BIM tools (architectural/ structural modelling software), or Structural analysis software
1.1 Test model description The first test model has been created in TEKLA structures It deals with the main elements: Column Beam Brace Wall Slab
The original test model has been created and exported to IFC using:
Name of application
Version number Export options Remarks
TEKLA Structures 13.0 Build 276359 IFC2x3; AUTO File name: ifc_test2.ifc
Overview picture of the test model:
Figure 1: Perspective view of the test case 1
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Figure 2: Detailed view of built-up column with properties
Figure 3: Detailed view of concrete column with properties
Figure 4: Detailed view of wide flange column with properties
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Figure 5: Detailed view of concrete column with properties
Figure 6: Detailed view of wide flange column with properties
Figure 7: Detailed view of wide-flange beam with properties
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Figure 8: Detailed view of sloped wide-flange beam with properties
Figure 9: Detailed view of wide-flange beam with properties
Figure 10: Detailed view of curved wide-flange beam with properties
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Figure 11: Detailed view of wide-flange beam with properties
Figure 12: Detailed view of wide-flange brace with properties
Figure 13: Detailed view of wide-flange brace with properties
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Figure 14: Detailed view of curved sloped wall with properties
Figure 15: Detailed view of segmented wall with properties
Figure 16: Detailed view of sloped slab with properties
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Figure 17: Detailed view of flat slab with properties
1.2 Description of the test model The content of the test model and the important element and attribute information should be documented here. The testbed should later test that those exchange requirements are correctly exported and imported using the IFC protocol.
1.2.1 Building elements used Main element types for the test model are: Beams
Position (Start/End X,Y,Z coordinates) Profile Material Grade Length Roll (1138'-11"11/64, 518'-3"11/16, 86'-7"3/8); (1143'-3"125/128, 534'-8"93/128, 86'-7"3/8)
W36x232 Steel A992 17-0 0
(1115'-9"39/64, 465'-11"27/64, 52'-5"3/32); (1124'-5"37/64, 498'-3"55/128, 70'-5"57/64)
W33x201 Steel A992 38-015/32 0
(1106'-0"15/16, 490'-4"37/128, 52'-6"); (1129'-8"117/128, 484'-0"3/16, 52'-6")
W27x84 Steel A992 24-6 0
(1119'-8", 541'-0"27/32, 56'-5"57/128); (1143'-3"125/128, 534'-8"47/64, 42'-3"1/2)
W36x302 Steel A992 30-031/32 0
(1119'-8"33/128, 541'-0"49/64, 115'-1"3/4); (1143'-4"15/64, 534'-8"21/32, 115'-1"3/4)
W14x61 Steel A992 24-6 0
Columns
Position (Start/End coordinates) Profile Material Grade Length Roll (1119'-7"127/128, 541'-0"53/64, 120'-3"1/4) ; (1119'-7"127/128, 541'-0"53/64, 154'-9"121/128)
BB36x796 Steel A572 34-689/128 -15
(1134'-0"21/128, 499'-11"29/64, 52'-4") ; (1134'-0"21/128, 499'-11"29/64, 61'-6")
36x30 Concrete 4000 9-2 -15
(1138'-11"11/64, 518'-3"87/128, 74'-10"53/128); (1138'-11"11/64, 518'-3"11/16, 102'-8"7/128)
W14x283 Steel A992 27-941/64 -15
(1143'-3"125/128, 534'-8"47/64, 120'-3"1/4); (1143'-3"125/128, 534'-8"47/64, 154'-9"121/128)
32x32 Concrete 5000 34-689/128 -15
(1106'-9"77/128, 432'-4"11/32, 28'-0"); (1106'-9"77/128, 432'-4"11/32, 34'-10"109/128)
W14x90 Steel A992 6-10109/128 -15
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Braces Position (Start/End coordinates) Profile Material Grade Length Roll (1138'-11"11/64, 518'-3"87/128, 66'-10"53/128); (1141'-1"37/64, 526'-6"27/128, 74'-10"53/128)
W14x90 Steel A992 11-89/128 0
( 1143'-4"15/64, 534'-8"85/128, 75'-6"31/128); (1131'-6"1/4, 537'-10"91/128, 67'-6"31/128)
W14x61 Steel A992 14-773/128 0
Walls
Position (Start/End coordinates) Profile Material Height Length (1103'-3"19/32, 385'-3"119/128, 28'-0"); (1102'-2"49/128, 388'-8"25/128, 28'-0")
120x8 5000 10-0 24-035/64
(1119'-7"127/128, 541'-0"53/64, 28'-0"); (1126'-10"5/64, 520'-6"9/64, 28'-0")
240x8 5000 20-0 93-21-128
Slabs
Position (Start/End coordinates) Profile Material Grade (1103'-3"19/32, 385'-3"119/128, 27'-4"); (1079'-7"79/128, 391'-8"3/128, 27'-4")
8 5000
(1119'-7"127/128, 541'-0"53/64, 52'-0"1/2); (1101'-9"89/128, 474'-5"1/32, 52'-0"1/2)
8 5000
1.2.2 Attribute content used In addition to the proper export/ import of building elements the additional attribute content should be tested. Therefore a minimum of attributes relevant to the design phase should be created. Object Category
Attribute name
Remark
Column
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Beam
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Brace
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Wall
Thickness Dimension in the shortest direction (typically horizontal), taken normal to the surface defining wall height; may vary along length
Material Timber (stud), concrete, CMU, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. DFL2,
5000psi) Alignment Location of wall insertion point in relation to its x-sectional centroid (center, left,
right, etc.)
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Slab Thickness Dimension in the shortest direction (typically vertical); may vary along length
Material Concrete (typically)
Grade Designation of alloy type, strength, or other material sub-category (i.e. DFL2, 5000psi)
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2 EXPORT TEST OF THE TEST MODEL The export test contains various test procedures and criteria that should be performed by the applicant before submitting the test case for validation and approval. It includes the following steps: Export the IFC file Verify the IFC file for a correct header Verify the IFC file within a syntax checker Verify the IFC file for basic information, e.g. units, etc. Verify the IFC file within a free viewer
2.1 Verify the correct IFC file header The IFC header has to contain the basic information about the application that created the exchange file. The IFC header can be accessed by opening the IFC file with a simple text editor. Content of the IFC file header Check correct
information ifc_test2.ifc ISO-10303-21; HEADER; FILE_DESCRIPTION(('IFC2X3.exp'),'2;1'); FILE_NAME('C:\\Documents and Settings\\SDoolan\\Desktop\\ifc_test2','2008-03-14T09:06:20',('Steel2 macro version:13.0 Build:276376,10.4.2007'),('Structural Designer'),'EXPRESS Data Manager version:20040806','Tekla Structures 13.0',''); FILE_SCHEMA(('IFC2X3')); ENDSEC;
Export date/time correct Correct IFC Schema
2.2 Verify within a syntax checker Run the generated IFC file against a syntax checker. Make sure that there are no syntax errors against the IFC schema. If you are uncertain if a certain syntax error is produced erroneously, report the error together with the FC export file. Example for a syntax checker is the IfcObjCounter. See http://www.ifcwiki.org/index.php/Free_Software
Name of the IFC syntax checker
Version number, IFC schema version used
Results of the syntax check
IfcObjectCounter V2.9a IFC2x3 No failures
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2.3 Verify within a viewer Choose one or several IFC viewers to verify the result. Verify both the geometry of the result, as well as the spatial structure and the attribute content. Examples for a free viewer are the IfcStoreyView, the DDS Viewer or the Ifc Engine Viewer. See http://www.ifcwiki.org/index.php/Free_Software
Figure 1: Check of geometry and beam properties
IFC viewer used DDS viewer Version 6.4
Check performed Checking results Remarks Columns Some geometry imports
correctly Built-up column profile does not display correctly; profile dimensions are in improper units compared to reference model; length measureable but not a property; material not available; grade available
Beams Geometry imports correctly Profile/grade available, Length measureable but not a property; material not available
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Brace Geometry imports correctly Imports as beam; Profile/grade available, Length measureable but not a property; material unavailable
Wall Geometry imports correctly Height maps to description, thickness has improper units, Length measureable but not a property; grade maps to material name, no alignment and material
Slab Geometry imports correctly Thickness has improper units, grade maps to material name; material unavailable
Figure 2: View of geometry with properties in DDS-CAD Viewer 6.4
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3 IMPORT TEST OF TEST MODEL IN TARGET APPLICATION The export file should be tested in a target application. An extended validation tool that includes the rules to check the conformance against the selected
IFC view and the agreed implementer agreements for that IFC view. A series of import tests by importing the exported test case into other IFC certified applications (or
applications that participates in the certification process).
3.1 Series of import tests The content of the export file can be tested independently in viewers, the own application and by the validation tool. However in order to make sure, that the exchange with the appropriate target applications actually works, it needs to be checked manually by importing into target applications and by validating the information received by and made available to the target application.
3.1.1 Import into Autocad Architecture
Version number IFC built Remarks
AutoCAD Architecture 2008 B.219.0 IFC2x3 (ifc_test2.ifc) Imports with no error messages; entire model is scaled very large and affects element profile dimensioning (see matrix)
Check performed Checking results Remarks Columns Geometry imports correctly Only properties are length and profile; roll
available but is 120 deg off; Beams Geometry imports correctly Only properties are length and profile; roll
available but is 120 deg off Brace Geometry imports correctly Imports as beam; only properties are
length and profile; roll available but is 120 deg off
Wall Geometry imports correctly Thickness reported in width field; alignment reported in justify field
Slab Geometry imports correctly Only property is thickness; boundary points are editable (see matrix)
Figure 2: Import test results summary in AutoCAD Architecture 2008
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3.1.2 Import into Revit
Version number IFC built Remarks
Autodesk Revit Structure 2008.0.0 IFC2x3 (ifc_test2.ifc) Error message on import
Check performed Checking results Remarks Columns Geometry imports correctly No element properties; imports column as
an architectural elements (see matrix) Beams Geometry imports correctly Imports as structural framing; new family
for each instance; profile only available from family and type fields; material incorrect (see matrix)
Brace No geometry imported Braces missing from model (see matrix) Wall Most geometry imports
correctly Some walls missing; no properties
Slab Geometry imports correctly Imported as floor, only thickness available
Figure 3: Import test results summary in Revit Structure 2008
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4 FINAL TEST MATRIX The final test matrix is available as an Excel table see attached spreadsheet
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IFC STRUCTURAL TESTBED TESTBED FOR EXCHANGE OF STRUCTURAL
DESIGN MODELS AMONG DESIGN AND ANALYSIS APPLICATION
MODEL VERSION:
REVIT STRUCTURE
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IFC Certification Proposal Draft 1 Page 2
1 TESTBED DESCRIPTION The structural testbed is based on a modified original design of a stadium, where one section had been cut-out and additional element types had been added. It should represent a fair portion of elements used in structural modeling. The testbed comprises: A common source model to testing the IFC exchange A description of the test model based on the structural modeling elements and attributes used A description of test criteria against which the result is validated A realization of the same test model in (at least) two structural modeling applications A set of IFC export files (from the source applications) with well documented export options A set of success/failure descriptions for external neutral test tools
In IFC syntax checker, In IFC validation tools, In IFC viewer
A matrix of success/failure descriptions for import into other software Matrix based on test criteria and importing software Importing software is either:
Other BIM tools (architectural/ structural modelling software), or Structural analysis software
1.1 Test model description The first test model has been created in Revit Structure. It deals with the main elements: Column Beam Brace Wall Slab
The original test model has been created and exported to IFC using:
Name of application
Version number Export options Remarks
Revit Structures 20080321_1900 IFC2x2, IFC2x3, IFC ePlan Check
File name: myifc(Revit Objects)-2x3.ifc
Overview picture of the test model:
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Figure 1: Perspective view of the test case 1
Figure 2: Detailed view of built-up column with properties
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Figure 3: Detailed view of concrete column with properties
Figure 4: Detailed view of wide flange column with properties
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Figure 5: Detailed view of concrete column with properties
Figure 6: Detailed view of wide flange column with properties
Figure 7: Detailed view of wide-flange beam with properties
Figure 8: Detailed view of sloped wide-flange beam with properties
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Figure 9: Detailed view of wide-flange beam with properties
Figure 10: Detailed view of curved wide-flange beam with properties
Figure 11: Detailed view of wide-flange beam with properties
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Figure 12: Detailed view of curved wide-flange brace with properties
Figure 13: Detailed view of curved wide-flange brace with properties
(not applicable)
Figure 14: Detailed view of curved sloped wall with properties
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Figure 15: Detailed view of segmented wall with properties
(not applicable)
Figure 16: Detailed view of sloped slab with properties
Figure 17: Detailed view of flat slab with properties
1.2 Description of the test model The content of the test model and the important element and attribute information should be documented here. The testbed should later test that those exchange requirements are correctly exported and imported using the IFC protocol.
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1.2.1 Building elements used Main element types for the test model are: Beams
Position (Start/End X,Y,Z coordinates) Profile Material Grade Length Roll (1138'-11"11/64, 518'-3"11/16, 86'-7"3/8); (1143'-3"125/128, 534'-8"93/128, 86'-7"3/8)
W36x232 Steel A992 17-0 0
(1115'-9"39/64, 465'-11"27/64, 52'-5"3/32); (1124'-5"37/64, 498'-3"55/128, 70'-5"57/64)
W33x201 Steel A992 70-557/64 0
(1106'-0"15/16, 490'-4"37/128, 52'-6"); (1129'-8"117/128, 484'-0"3/16, 52'-6")
W27x84 Steel A992 24-6 0
(1119'-8", 541'-0"27/32, 56'-5"57/128); (1143'-3"125/128, 534'-8"47/64, 42'-3"1/2)
W36x302 Steel A992 30-031/32 0
(1119'-8"33/128, 541'-0"49/64, 115'-1"3/4); (1143'-4"15/64, 534'-8"21/32, 115'-1"3/4)
W14x61 Steel A992 24-6 0
Columns
Position (Start/End coordinates) Profile Material Grade Length Roll (1119'-7"127/128, 541'-0"53/64, 120'-3"1/4) ; (1119'-7"127/128, 541'-0"53/64, 154'-9"121/128)
BB36x796 Steel A572 34-689/128 -15
(1134'-0"21/128, 499'-11"29/64, 52'-4") ; (1134'-0"21/128, 499'-11"29/64, 61'-6")
36x30 Concrete 4000 9-2 -15
(1138'-11"11/64, 518'-3"87/128, 74'-10"53/128); (1138'-11"11/64, 518'-3"11/16, 102'-8"7/128)
W14x283 Steel A992 27-941/64 -15
(1143'-3"125/128, 534'-8"47/64, 120'-3"1/4); (1143'-3"125/128, 534'-8"47/64, 154'-9"121/128)
32x32 Concrete 5000 34-689/128 -15
(1106'-9"77/128, 432'-4"11/32, 28'-0"); (1106'-9"77/128, 432'-4"11/32, 34'-10"109/128)
W14x90 Steel A992 6-10109/128 -15
Braces Position (Start/End coordinates) Profile Material Grade Length Roll (1138'-11"11/64, 518'-3"87/128, 66'-10"53/128); (1141'-1"37/64, 526'-6"27/128, 74'-10"53/128)
W14x90 Steel A992 11-89/128 0
( 1143'-4"15/64, 534'-8"85/128, 75'-6"31/128); (1131'-6"1/4, 537'-10"91/128, 67'-6"31/128)
W14x61 Steel A992 14-773/128 0
Walls
Position (Start/End coordinates) Profile Material Height Length (1103'-3"19/32, 385'-3"119/128, 28'-0"); (1102'-2"49/128, 388'-8"25/128, 28'-0")
120x8 5000 10-0 24-035/64
(1119'-7"127/128, 541'-0"53/64, 28'-0"); (1126'-10"5/64, 520'-6"9/64, 28'-0")
240x8 5000 20-0 93-21-128
Slabs
Position (Start/End coordinates) Profile Material Grade (1103'-3"19/32, 385'-3"119/128, 27'-4"); (1079'-7"79/128, 391'-8"3/128, 27'-4")
8 5000
(1119'-7"127/128, 541'-0"53/64, 52'-0"1/2); (1101'-9"89/128, 474'-5"1/32, 52'-0"1/2)
8 5000
1.2.2 Attribute content used In addition to the proper export/ import of building elements the additional attribute content should be tested. Therefore a minimum of attributes relevant to the design phase should be created.
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Object Category Attribute name Remark
Column
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade ASTM designation (i.e. A992, 5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Beam
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade ASTM designation (i.e. A992, 5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Brace
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade ASTM designation (i.e. A992, 5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Wall
Thickness Locally horizontal dimension in the shortest direction; may vary along length
Material Steel, concrete, CMU, etc. Grade ASTM designation (i.e. A992, 5000psi) Alignment Location of wall insertion point in relation to its x-sectional centroid
(center, left, right, etc.)
Slab Thickness Locally vertical dimension dimension in the shortest direction; may
vary along length Material Concrete (typically)
Grade ASTM designation (5000psi, etc.)
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2 EXPORT TEST OF THE TEST MODEL The export test contains various test procedures and criteria that should be performed by the applicant before submitting the test case for validation and approval. It includes the following steps: Export the IFC file Verify the IFC file for a correct header Verify the IFC file within a syntax checker Verify the IFC file for basic information, e.g. units, etc. Verify the IFC file within a free viewer
2.1 Verify the correct IFC file header The IFC header has to contain the basic information about the application that created the exchange file. The IFC header can be accessed by opening the IFC file with a simple text editor. Content of the IFC file header Check correct
information Myifc(Revit Objects)-2x3.ifc ISO-10303-21; HEADER; FILE_DESCRIPTION(('IFC2X_PLATFORM'),'2;1'); FILE_NAME('P:\\Document\\Drafting\\SDOC\\ATC-75\\myifc(Revit Objects)-2x3(Build 1900).ifc','2008-06-05T09:43:02',(''),(''),'Revit Structure 2009 - 1.0','20080321_1900',''); FILE_SCHEMA(('IFC2X3')); ENDSEC;
Export date/time correct Correct IFC Schema
2.2 Verify within a syntax checker Run the generated IFC file against a syntax checker. Make sure that there are no syntax errors against the IFC schema. If you are uncertain if a certain syntax error is produced erroneously, report the error together with the FC export file. Example for a syntax checker is the IfcObjCounter. See http://www.ifcwiki.org/index.php/Free_Software
Name of the IFC syntax checker
Version number, IFC schema version used
Results of the syntax check
IfcObjectCounter V2.9a IFC2x3 No failures
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2.3 Verify within a viewer Choose one or several IFC viewers to verify the result. Verify both the geometry of the result, as well as the spatial structure and the attribute content. Examples for a free viewer are the IfcStoreyView, the DDS Viewer or the Ifc Engine Viewer. See http://www.ifcwiki.org/index.php/Free_Software
Figure 1: Check of geometry and beam properties
IFC viewer used DDS Viewer Version 6.4
Check performed Checking results Remarks Columns Geometry imports correctly Length measureable but not a property; offsets
from level given, but cannot determine top and bottom levels. Lengths different units than native model.
Beams Geometry imports correctly Profile/grade available, span and slope geometry are off by a very minute amount (slope is 6.64E-14 degrees)
Brace Geometry imports correctly Imports as beam. See other information for beams.
Wall Geometry imports correctly Material is not appropriately set. Slab Geometry imports correctly Material is not appropriately set.
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Figure 2: Check of geometry and column properties
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3 IMPORT TEST OF TEST MODEL IN TARGET APPLICATION The export file should be tested in a target application. An extended validation tool that includes the rules to check the conformance against the selected
IFC view and the agreed implementer agreements for that IFC view. A series of import tests by importing the exported test case into other IFC certified applications (or
applications that participates in the certification process).
3.1 Series of import tests The content of the export file can be tested independently in viewers, the own application and by the validation tool. However in order to make sure, that the exchange with the appropriate target applications actually works, it needs to be checked manually by importing into target applications and by validating the information received by and made available to the target application.
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4 FINAL TEST MATRIX The final test matrix is available as an Excel table see attached spreadsheet
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IFC STRUCTURAL TESTBED TESTBED FOR EXCHANGE OF STRUCTURAL
DESIGN MODELS AMONG DESIGN AND ANALYSIS APPLICATION
MODEL VERSION:
BENTLEY STRUCTURAL
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IFC Certification Proposal Draft 1 Page 2
1 TESTBED DESCRIPTION The structural testbed is based on a modified original design of a stadium, where one section had been cut-out and additional element types had been added. It should represent a fair portion of elements used in structural modeling. The testbed comprises: A common source model to testing the IFC exchange A description of the test model based on the structural modeling elements and attributes used A description of test criteria against which the result is validated A realization of the same test model in (at least) two structural modeling applications A set of IFC export files (from the source applications) with well documented export options A set of success/failure descriptions for external neutral test tools
In IFC syntax checker, In IFC validation tools, In IFC viewer
A matrix of success/failure descriptions for import into other software Matrix based on test criteria and importing software Importing software is either:
Other BIM tools (architectural/ structural modelling software), or Structural analysis software
1.1 Test model description The first test model has been created in Bentley Structural. It deals with the main elements: Column Beam Brace Wall Slab
The original test model has been created and exported to IFC using:
Name of application
Version number Export options Remarks
Bentley Structural 8.09.04.39 IFC2x3 File name: IFC_2X3_bentley.ifc
Overview picture of the test model:
Figure 1: Perspective view of the test case 1
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Figure 2: Detailed view of built-up column with properties
Figure 3: Detailed view of concrete column with properties
Figure 4: Detailed view of wide flange column with properties
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Figure 5: Detailed view of concrete column with properties
Figure 6: Detailed view of wide flange column with properties
Figure 7: Detailed view of wide-flange beam with properties
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Figure 8: Detailed view of sloped wide-flange beam with properties
Figure 9: Detailed view of wide-flange beam with properties
Figure 10: Detailed view of curved wide-flange beam with properties
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Figure 11: Detailed view of wide-flange beam with properties
Figure 12: Detailed view of wide-flange brace with properties
Figure 13: Detailed view of wide-flange brace with properties
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Figure 14: Detailed view of curved sloped wall with properties
Figure 15: Detailed view of segmented wall with properties
Figure 16: Detailed view of sloped slab with properties
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Figure 17: Detailed view of flat slab with properties
1.2 Description of the test model The content of the test model and the important element and attribute information should be documented here. The testbed should later test that those exchange requirements are correctly exported and imported using the IFC protocol.
1.2.1 Building elements used Main element types for the test model are: Beams
Position (Origin X,Y,Z coordinates) Profile Material Grade Length Roll (1139'-5", 518'-2"1/8, 82'-3"1/4) W36x232 Steel A992 16-1163/64 0 (1116'-9"3/8, 467'-0"7/8, 49'-11"3/8) W33x201 Steel A992 38-015/32 0 (1105'-11"5/8, 489'-11"1/2, 49'-0"1/4) W27x84 Steel A992 24-563/64 0 (1143'-10"5/8, 536'-10"3/4, 39'-0"1/4) W36x302 Steel A992 30-15/64 -17.93 (1119'-10", 541'-7"1/2, 114'-8"3/4) W14x61 Steel A992 24-563/64 90
Columns Position (Origin coordinates) Profile Material Grade Length Roll (1119'-8, 541'-0"7/8, 120'-3"1/4) BB36x796 Steel A572 34-611/16 -17.01 (1134'-10", 498'-2"1/8, 52'-4") RECT30X36 Concrete 4000 9-2 75 (1138'-1"1/4, 517'-9"3/4, 74'-10"3/8) W14x283 Steel A992 27-95/8 -179.86 (1144'-3"1/4, 533'-1"1/8, 120'-3"1/4) 32x32 Concrete 5000 34-611/16 165 (1107'-2"1/2, 431'-7"1/2, 28'-0") W14x90 Steel A992 6-1027/32 165
Braces Position (Start/End coordinates) Profile Material Grade Length Roll (1139'-4"5/8, 517'-9"1/8, 67'-3"3/4) W14x90 Steel A992 11-81/16 -90 ( 1143'-3"3/8, 535'-4"1/8, 75'-10"3/8) W14x61 Steel A992 14-79/16 -90
Walls Position (Start/End coordinates) Profile Material Height Length (1103'-3"5/8, 385'-37/8, 28'-0") 120x8 CMU 9-917/32 26-915/32 (1143'-4", 534'-8"3/4, 28'-0") 240x8 CMU 20-0 115-1057/64
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IFC Certification Proposal Draft 1 Page 9
Slabs
Position (Start/End coordinates) Profile Material Grade (1103'-3"5/8, 385'-3"7/8, 27'-4") 8 5000 (1119'-8", 541'-0"7/8, 52'-0"1/2) 8 5000
1.2.2 Attribute content used In addition to the proper export/ import of building elements the additional attribute content should be tested. Therefore a minimum of attributes relevant to the design phase should be created. Object Category
Attribute name
Remark
Column
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Beam
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Brace
Profile Shape or cross-sectional description Material Steel, concrete, timber, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. A992,
5000psi) Length Distance from start to end point along an elements path Roll Rotation about an elements major axis; axial rotation
Wall
Thickness Dimension in the shortest direction (typically horizontal), taken normal to the surface defining wall height; may vary along length
Material Timber (stud), concrete, CMU, etc. Grade Designation of alloy type, strength, or other material sub-category (i.e. DFL2,
5000psi) Alignment Location of wall insertion point in relation to its x-sectional centroid (center, left,
right, etc.)
Slab Thickness Dimension in the shortest direction (typically vertical); may vary along length
Material Concrete (typically)
Grade Designation of alloy type, strength, or other material sub-category (i.e. DFL2, 5000psi)
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IFC Certification Proposal Draft 1 Page 10
2 EXPORT TEST OF THE TEST MODEL The export test contains various test procedures and criteria that should be performed by the applicant before submitting the test case for validation and approval. It includes the following steps: Export the IFC file Verify the IFC file for a correct header Verify the IFC file within a syntax checker Verify the IFC file for basic information, e.g. units, etc. Verify the IFC file within a free viewer
2.1 Verify the correct IFC file header The IFC header has to contain the basic information about the application that created the exchange file. The IFC header can be accessed by opening the IFC file with a simple text editor. Content of the IFC file header Check correct
information IFC_2X3_bentley.ifc ISO-10303-21; HEADER; /* Generated by software containing ST-Developer * from STEP Tools, Inc. (www.steptools.com) */ FILE_DESCRIPTION( /* description */ ('IFC2X_PLATFORM', 'MicroStation Triforma generated IFC File', 'Triforma IFC version 8.9.4.33','*Comments*'), /* implementation_level */ '2;1'); FILE_NAME( /* name */ 'IFC_2x3_bentley', /* time_stamp */ '2008-05-27T10:59:18-04:00', /* author */ ('SDoolan'), /* organization */ ('TT'), /* preprocessor_version */ 'ST-DEVELOPER v8', /* originating_system */ 'WinNT', /* authorisation */ 'Admin'); FILE_SCHEMA (('IFC2X3')); ENDSEC;
Export date/time correct Correct IFC Schema
2.2 Verify within a syntax checker Run the generated IFC file against a syntax checker. Make sure that there are no syntax errors against the IFC schema. If you are uncertain if a certain syntax error is produced erroneously, report the error together with the FC export file. Example for a syntax checker is the IfcObjCounter. See http://www.ifcwiki.org/index.php/Free_Software
Name of the IFC syntax checker
Version number, IFC schema version used
Results of the syntax check
IfcObjectCounter V2.9a IFC2x3 1 failure in IfcLocalPlacement
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IFC Certification Proposal Draft 1 Page 11
2.3 Verify within a viewer Choose one or several IFC viewers to verify the result. Verify both the geometry of the result, as well as the spatial structure and the attribute content. Examples for a free viewer are the IfcStoreyView, the DDS Viewer or the Ifc Engine Viewer. See http://www.ifcwiki.org/index.php/Free_Software
-
IFC Certification Proposal Draft 1 Page 12
IFC viewer used DDS viewer Version 6.4
Check performed Checking results Remarks Columns Geometry does not import
correctly Built-up column is geometrically incorrect; material property imported to name field
Beams Geometry does not import correctly
Curved beam is geometrically incorrect; material imported to name field
Brace Geometry imports correctly Imports as beam; material property imported to name field
Wall Geometry imports correctly Only properties available is material and thickness; no other properties available
Slab Geometry imports correctly Material imported to name and material name fields; no other properties available
Figure 1: Test results summary for DDS viewer
Figure 2: View of geometry with properties in DDS-CAD Viewer 6.4
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IFC Certification Proposal Draft 1 Page 13
3 IMPORT TEST OF TEST MODEL IN TARGET APPLICATION The export file should be tested in a target application. An extended validation tool that includes the rules to check the conformance against the selected
IFC view and the agreed implementer agreements for that IFC view. A series of import tests by importing the exported test case into other IFC certified applications (or
applications that participates in the certification process).
3.1 Series of import tests The content of the export file can be tested independently in viewers, the own application and by the validation tool. However in order to make sure, that the exchange with the appropriate target applications actually works, it needs to be checked manually by importing into target applications and by validating the information received by and made available to the target application.
3.1.1 Import into AutoCAD Architecture
Version number IFC built Remarks
AutoCAD Architecture 2008 B.219.0 IFC2x3 (IFC_2X3_bentley.ifc)
Imports with no error messages; model units incorrect (see matrix)
Check performed Checking results Remarks Columns Geometry does not import
correctly Properties available are roll and length; built-up members not imported correctly
Beams Geometry does not import correctly
Properties available are roll and length; curved sections not imported correctly
Brace Geometry imports correctly Imports as beam; Properties available are roll and length
Wall Geometry imports correctly Properties available are material, width, justification, rotation and length.
Slab Geometry imports correctly Properties available are thickness and run (width).
Figure 1: Import test results summary in AutoCAD Architecture 2008
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IFC Certification Proposal Draft 1 Page 14
3.1.2 Import into Revit
Version number IFC built Remarks
Autodesk Revit Structure 2008.0.0 IFC2x3 (IFC_2X3_bentley.ifc)
Error messages on import; model units are incorrect
Check performed Checking results Remarks Columns Geometry does not import
correctly Imports columns as architectural elements (see matrix); new family for each instance; only property available is material; built-up column is geometrically incorrect
Beams Geometry does not import correctly
Imports as Steel: Beams; new family for each instance; only property available is material; curved beam is geometrically incorrect
Brace No geometry imported Braces missing from model (see matrix) Wall Most geometry imports
correctly Some walls missing; height, length, thickness and material available for straight walls only
Slab Geometry imports correctly Imported as floor, only thickness available
Figure 2: Import test results summary in Revit Structure 2008
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IFC Certification Proposal Draft 1 Page 15
4 FINAL TEST MATRIX The final test matrix is available as an Excel table see attached spreadsheet
TeklaRevitBentley
Summary
IFC FileATC-Bentley-Stadium.ifc
IFC DirectoryC:\...\Testing\ATC
ApplicationIFC2X_PLATFORM MicroStation Triforma generated IFC File Triforma IFC version 8.9.4.33 *Comments*
Timestamp2008-05-27T10:59:18-04:00
Total Entities4726
EntityCountNameDescriptionObjectTypeTagProfileNameIFC2x3
IfcBeam808080800Link
IfcColumn414141410Link
IfcSlab33330Link
IfcWall44440Link
IfcArbitraryClosedProfileDef990Link
IfcExtrudedAreaSolid128Link
IfcRectangleProfileDef290Link
IfcMaterial128128Link
IfcRelAssociatesMaterial12800Link
IfcGeometricRepresentationContext2Link
IfcProductDefinitionShape12800Link
IfcShapeRepresentation256Link
IfcRelAggregates300Link
IfcRelContainedInSpatialStructure100Link
IfcColourRgb1280Link
IfcPresentationLayerAssignment440Link
IfcPresentationStyleAssignment128Link
IfcStyledItem1280Link
IfcSurfaceStyle1280Link
IfcSurfaceStyleShading128Link
IfcConversionBasedUnit11Link
IfcMeasureWithUnit1Link
IfcSIUnit66Link
IfcUnitAssignment1Link
IfcApplication1Link
IfcBuilding1100Link
IfcBuildingStorey1110Link
IfcDimensionalExponents1Link
IfcOrganization110Link
IfcOwnerHistory1Link
IfcPerson1Link
IfcPersonAndOrganization1Link
IfcProject1110Link
IfcSite1100Link
Entity types not processed (13)
IfcAxis2Placement2D33Link
IfcAxis2Placement3D259Link
IfcBoundingBox128Link
IfcCartesianPoint1671Link
IfcCircle4Link
IfcCompositeCurve2Link
IfcCompositeCurveSegment8Link
IfcDirection683Link
IfcLine4Link
IfcLocalPlacement132Link
IfcPolyline97Link
IfcTrimmedCurve8Link
IfcVector4Link
ATC-Bentley-Stadium.ifc
IfcApplication
Link
IfcArbitraryClosedProfileDef
Link
IfcBeam
Link
IfcBuilding
Link
IfcBuildingStorey
Link
IfcColourRgb
Link
IfcColumn
Link
IfcConversionBasedUnit
Link
IfcDimensionalExponents
Link
IfcExtrudedAreaSolid
Link
IfcGeometricRepresentationContext
Link
IfcMaterial
Link
IfcMeasureWithUnit
Link
IfcOrganization
Link
IfcOwnerHistory
Link
IfcPerson
Link
IfcPersonAndOrganization
Link
IfcPresentationLayerAssignment
Link
IfcPresentationStyleAssignment
Link
IfcProductDefinitionShape
Link
IfcProject
Link
IfcRectangleProfileDef
Link
IfcRelAggregates
Link
IfcRelAssociatesMaterial
Link
IfcRelContainedInSpatialStructure
Link
IfcSIUnit
Link
IfcShapeRepresentation
Link
IfcSite
Link
IfcSlab
Link
IfcStyledItem
Link
IfcSurfaceStyle
Link
IfcSurfaceStyleShading
Link
IfcUnitAssignment
Link
IfcWall
Link
Link
Link
Link
Link
Link
Link
Link
Link
Link
Link
Link
Link
Link
Header
NameATC-Bentley-Stadium
FileDirectoryC:\Documents and Settings\lipman\My Documents\Testing\ATC\
FileTimeStamp2008-05-27T10:59:18-04:00
FileOriginatingSystemWinNT
FilePreprocessorVersionST-DEVELOPER v8
FileAuthorSDoolan
FileAuthorisationAdmin
FileDescriptionIFC2X_PLATFORM MicroStation Triforma generated IFC File Triforma IFC version 8.9.4.33 *Comments*
FileOrganizationTT
SchemaNameIFC2X3
IfcBeam
IfcBeam
Link
IDNameDescriptionObjectTypeObjectPlacementPlacementRelToRelativePlacementLocationAxisRefDirectionRepresentationTag
1892Steel--Beams0, IFC_2x3_bentley.dgn, Default:505Steel:BeamsIfcLocalPlacement 1976IfcAxis2Placement3D 4479340.28128 156.32839 25.559380.25885 0.96592 0.-0.96592 0.25885 0.IfcProductDefinitionShape 1764
1893Steel--Beams0, IFC_2x3_bentley.dgn, Default:533Steel:BeamsIfcLocalPlacement 1977IfcAxis2Placement3D 4481340.82165 158.34483 25.559380.25879 0.96593 0.-0.96593 0.25879 0.IfcProductDefinitionShape 1765
1894Steel--Beams0, IFC_2x3_bentley.dgn, Default:561Steel:BeamsIfcLocalPlacement 1978IfcAxis2Placement3D 4483344.89381 155.09261 25.559380.25738 0.96631 0.-0.9660 0.257380 0.0IfcProductDefinitionShape 1766
1895Steel--Beams0, IFC_2x3_bentley.dgn, Default:589Steel:BeamsIfcLocalPlacement 1979IfcAxis2Placement3D 4485340.62496 162.4946 22.684740.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1767
1896Steel--Beams0, IFC_2x3_bentley.dgn, Default:617Steel:BeamsIfcLocalPlacement 1980IfcAxis2Placement3D 4487338.99305 156.40429 22.184360.96593 -0.25881 0.0.25881 0.96593 0.IfcProductDefinitionShape 1768
1897Steel--Beams0, IFC_2x3_bentley.dgn, Default:645Steel:BeamsIfcLocalPlacement 1981IfcAxis2Placement3D 4489339.97727 155.19339 22.628860.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1769
1898Steel--Beams0, IFC_2x3_bentley.dgn, Default:673Steel:BeamsIfcLocalPlacement 1982IfcAxis2Placement3D 4491344.58966 153.95762 22.628860.25885 0.96592 0.-0.96592 0.25885 0.IfcProductDefinitionShape 1770
1899Steel--Beams0, IFC_2x3_bentley.dgn, Default:701Steel:BeamsIfcLocalPlacement 1983IfcAxis2Placement3D 4493339.6752 158.87868 22.184360.99022 -0.13952 0.0.13952 0.99022 0.IfcProductDefinitionShape 1771
1900Steel--Beams0, IFC_2x3_bentley.dgn, Default:784Steel:BeamsIfcLocalPlacement 1984IfcAxis2Placement3D 4495339.91146 159.09572 30.391970.21041 0.78527 0.5823-0.9660 0.2590 0.0IfcProductDefinitionShape 1772
1901Steel--Beams0, IFC_2x3_bentley.dgn, Default:812Steel:BeamsIfcLocalPlacement 1985IfcAxis2Placement3D 4497341.3371 164.41629 34.108390.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1773
1902Steel--Beams0, IFC_2x3_bentley.dgn, Default:868Steel:BeamsIfcLocalPlacement 1986IfcAxis2Placement3D 4499345.95391 152.94117 19.922470.19228 0.71758 0.66941-0.9660 0.2590 0.0IfcProductDefinitionShape 1774
1903Steel--Beams0, IFC_2x3_bentley.dgn, Default:896Steel:BeamsIfcLocalPlacement 1987IfcAxis2Placement3D 4501348.47242 162.19315 34.209990.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1775
1904Steel--Beams0, IFC_2x3_bentley.dgn, Default:952Steel:BeamsIfcLocalPlacement 1988IfcAxis2Placement3D 4503341.23479 164.77054 25.104720.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1776
1905Steel--Beams0, IFC_2x3_bentley.dgn, Default:980Steel:BeamsIfcLocalPlacement 1989IfcAxis2Placement3D 4505339.89369 159.7655 25.114890.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1777
1906Steel--Beams0, IFC_2x3_bentley.dgn, Default:1008Steel:BeamsIfcLocalPlacement 1990IfcAxis2Placement3D 4507339.42037 157.99901 25.114890.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1778
1907Steel--Beams0, IFC_2x3_bentley.dgn, Default:1036Steel:BeamsIfcLocalPlacement 1991IfcAxis2Placement3D 4509341.31993 165.08826 22.923630.96593 -0.25882 0.(Z)IfcProductDefinitionShape 1779
1908Steel--Beams0, IFC_2x3_bentley.dgn, Default:1064Steel:BeamsIfcLocalPlacement 1992IfcAxis2Placement3D 4511345.03078 164.09183 20.58045-0.00279 0.00054 1.-0.96592 0.25882 -0.00283IfcProductDefinitionShape 1780
1909Steel--Beams0, IFC_2x3_bentley.dgn, Default:1092Steel:BeamsIfcLocalPlacement 1993IfcAxis2Placement3D 4513341.29546 164.72929 23.12480.80919 -0.2168 -0.54608-0.52744 0.14146 -0.83773IfcProductDefinitionShape 1781
1910Steel--Beams0, IFC_2x3_bentley.dgn, Default:1120Steel:BeamsIfcLocalPlacement 1994IfcAxis2Placement3D 4515341.3267 165.08675 34.969580.96591 -0.25887 0.(Z)IfcProductDefinitionShape 1782
1911Steel--Beams0, IFC_2x3_bentley.dgn, Default:1148Steel:BeamsIfcLocalPlacement 1995IfcAxis2Placement3D 4517345.03079 164.09182 31.94028(Z)-0.9660 0.2590 0.0IfcProductDefinitionShape 1783
1912Steel--Beams0, IFC_2x3_bentley.dgn, Default:1176Steel:BeamsIfcLocalPlacement 1996IfcAxis2Placement3D 4519341.3128 164.72496 35.086570.74825 -0.20054 -0.63238-0.61082 0.1637 -0.77466IfcProductDefinitionShape 1784
1913Steel--Beams0, IFC_2x3_bentley.dgn, Default:1204Steel:BeamsIfcLocalPlacement 1997IfcAxis2Placement3D 4521344.76442 163.80032 32.038560.74825 -0.20054 0.632380.61082 -0.1637 -0.77466IfcProductDefinitionShape 1785
1914Steel--Beams0, IFC_2x3_bentley.dgn, Default:1232Steel:BeamsIfcLocalPlacement 1998IfcAxis2Placement3D 4523348.47273 163.17168 23.12476-0.80873 0.21672 -0.546790.52815 -0.14153 -0.83727IfcProductDefinitionShape 1786
1915Steel--Beams0, IFC_2x3_bentley.dgn, Default:1260Steel:BeamsIfcLocalPlacement 1999IfcAxis2Placement3D 4525338.69543 154.70467 20.54030.22722 0.84799 0.47884-0.9660 0.2590 0.0IfcProductDefinitionShape 1787
1916Steel--Beams0, IFC_2x3_bentley.dgn, Default:1288Steel:BeamsIfcLocalPlacement 2000IfcAxis2Placement3D 4527333.29118 132.76704 10.290850.9659 -0.2589 0.0.2589 0.9659 0.IfcProductDefinitionShape 1788
1917Steel--Beams0, IFC_2x3_bentley.dgn, Default:1316Steel:BeamsIfcLocalPlacement 2001IfcAxis2Placement3D 4529341.3267 165.08675 31.813410.965910 -0.258870 0.0(Z)IfcProductDefinitionShape 1789
1918Steel--Beams0, IFC_2x3_bentley.dgn, Default:1344Steel:BeamsIfcLocalPlacement 2002IfcAxis2Placement3D 4531341.32669 165.08676 20.453260.9660 -0.2590 0.0(Z)IfcProductDefinitionShape 1790
1919Steel--Beams0, IFC_2x3_bentley.dgn, Default:1568Steel:BeamsIfcLocalPlacement 2005IfcAxis2Placement3D 4537347.36558 158.1118 22.81977(-Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1793
1920Steel--Beams0, IFC_2x3_bentley.dgn, Default:1683Steel:BeamsIfcLocalPlacement 2006IfcAxis2Placement3D 4539347.11841 157.1646 30.391850.21088 0.78519 0.58225-0.9660 0.2590 0.0IfcProductDefinitionShape 1794
1921Steel--Beams0, IFC_2x3_bentley.dgn, Default:1798Steel:BeamsIfcLocalPlacement 2007IfcAxis2Placement3D 4541338.3827 154.12603 20.629640.9660 -0.2590 0.00.25879 0.966 0.IfcProductDefinitionShape 1795
1922Steel--Beams0, IFC_2x3_bentley.dgn, Default:2210Steel:BeamsIfcLocalPlacement 2008IfcAxis2Placement3D 4543342.92951 151.82595 20.629640.25883 0.96592 0.-0.96592 0.25883 0.IfcProductDefinitionShape 1796
1923Steel--Beams0, IFC_2x3_bentley.dgn, Default:2238Steel:BeamsIfcLocalPlacement 2009IfcAxis2Placement3D 4545338.87012 152.81981 20.629640.25883 0.96592 0.-0.96592 0.25883 0.IfcProductDefinitionShape 1797
1924Steel--Beams0, IFC_2x3_bentley.dgn, Default:2360Steel:BeamsIfcLocalPlacement 2010IfcAxis2Placement3D 4547340.6497 162.58657 25.569550.96593 -0.25882 0.0.25882 0.96593 0.IfcProductDefinitionShape 1798
1925Steel--Beams0, IFC_2x3_bentley.dgn, Default:2388Steel:BeamsIfcLocalPlacement 2011IfcAxis2Placement3D 4549340.25351 156.22434 22.628860.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1799
1926Steel--Beams0, IFC_2x3_bentley.dgn, Default:2416Steel:BeamsIfcLocalPlacement 2012IfcAxis2Placement3D 4551344.86592 154.98849 22.628860.25885 0.96592 0.-0.96592 0.25885 0.IfcProductDefinitionShape 1800
1927Steel--Beams0, IFC_2x3_bentley.dgn, Default:2444Steel:BeamsIfcLocalPlacement 2013IfcAxis2Placement3D 4553340.02151 160.24233 22.684740.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1801
1928Steel--Beams0, IFC_2x3_bentley.dgn, Default:2472Steel:BeamsIfcLocalPlacement 2014IfcAxis2Placement3D 4555339.32504 157.64334 22.184360.96593 -0.25881 0.0.25881 0.96593 0.IfcProductDefinitionShape 1802
1929Steel--Beams0, IFC_2x3_bentley.dgn, Default:2500Steel:BeamsIfcLocalPlacement 2015IfcAxis2Placement3D 4557337.12507 130.34052 9.31120.24242 0.90469 0.35038-0.9660 0.2590 0.0IfcProductDefinitionShape 1803
1930Steel--Beams0, IFC_2x3_bentley.dgn, Default:2528Steel:BeamsIfcLocalPlacement 2016IfcAxis2Placement3D 4559334.38199 136.84003 11.995780.9660 -0.2590 0.00.2590 0.9660 0.0IfcProductDefinitionShape 1804
1931Steel--Beams0, IFC_2x3_bentley.dgn, Default:2556Steel:BeamsIfcLocalPlacement 2017IfcAxis2Placement3D 4561333.06473 131.33051 9.267310.24158 0.90156 0.35893-0.9660 0.2590 0.0IfcProductDefinitionShape 1805
1932Steel--Beams0, IFC_2x3_bentley.dgn, Default:2584Steel:BeamsIfcLocalPlacement 2018IfcAxis2Placement3D 4563342.97569 141.89987 14.8590.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1806
1933Steel--Beams0, IFC_2x3_bentley.dgn, Default:2612Steel:BeamsIfcLocalPlacement 2019IfcAxis2Placement3D 4565339.10241 156.80972 14.942820.96722 -0.25395 0.0.25395 0.96722 0.IfcProductDefinitionShape 1807
1934Steel--Beams0, IFC_2x3_bentley.dgn, Default:2640Steel:BeamsIfcLocalPlacement 2020IfcAxis2Placement3D 4567337.7507 151.76774 14.942820.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1808
1935Steel--Beams0, IFC_2x3_bentley.dgn, Default:2668Steel:BeamsIfcLocalPlacement 2021IfcAxis2Placement3D 4569337.09988 149.33882 14.942820.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1809
1936Steel--Beams0, IFC_2x3_bentley.dgn, Default:2696Steel:BeamsIfcLocalPlacement 2022IfcAxis2Placement3D 4571336.44728 146.90328 14.864080.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1810
1937Steel--Beams0, IFC_2x3_bentley.dgn, Default:2724Steel:BeamsIfcLocalPlacement 2023IfcAxis2Placement3D 4573338.40153 154.19665 14.942820.96591 -0.25887 0.0.25887 0.96591 0.IfcProductDefinitionShape 1811
1938Steel--Beams0, IFC_2x3_bentley.dgn, Default:2780Steel:BeamsIfcLocalPlacement 2024IfcAxis2Placement3D 4575339.81242 159.45945 14.180820.96722 -0.25395 0.0.25395 0.96722 0.IfcProductDefinitionShape 1812
1939Steel--Beams0, IFC_2x3_bentley.dgn, Default:2836Steel:BeamsIfcLocalPlacement 2025IfcAxis2Placement3D 4577336.48286 143.91045 15.534380.22776 0.85001 0.47498-0.9660 0.2590 0.0IfcProductDefinitionShape 1813
1940Steel--Beams0, IFC_2x3_bentley.dgn, Default:2864Steel:BeamsIfcLocalPlacement 2026IfcAxis2Placement3D 4579341.22915 145.76007 15.54478-0.2590 -0.9660 0.0-0.9660 0.2590 0.0IfcProductDefinitionShape 1814
1941Steel--Beams0, IFC_2x3_bentley.dgn, Default:2892Steel:BeamsIfcLocalPlacement 2027IfcAxis2Placement3D 4581337.19333 146.84156 15.62098-0.2590 -0.9660 0.0-0.9660 0.2590 0.0IfcProductDefinitionShape 1815
1942Steel--Beams0, IFC_2x3_bentley.dgn, Default:2976Steel:BeamsIfcLocalPlacement 2028IfcAxis2Placement3D 4583336.56234 144.20706 16.67284-0.25882 -0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1816
1943Steel--Beams0, IFC_2x3_bentley.dgn, Default:3004Steel:BeamsIfcLocalPlacement 2029IfcAxis2Placement3D 4585340.59326 143.10692 16.61388-0.25882 -0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1817
1944Steel--Beams0, IFC_2x3_bentley.dgn, Default:3032Steel:BeamsIfcLocalPlacement 2030IfcAxis2Placement3D 4587340.52372 162.11537 14.180820.96701 -0.25475 0.0.25475 0.96701 0.IfcProductDefinitionShape 1818
1945Steel--Beams0, IFC_2x3_bentley.dgn, Default:3060Steel:BeamsIfcLocalPlacement 2031IfcAxis2Placement3D 4589335.79649 144.47424 14.864080.96593 -0.2588 0.0.2588 0.96593 0.IfcProductDefinitionShape 1819
1946Steel--Beams0, IFC_2x3_bentley.dgn, Default:3088Steel:BeamsIfcLocalPlacement 2032IfcAxis2Placement3D 4591340.39398 142.36319 15.225630.22776 0.85003 0.47495-0.9660 0.2590 0.0IfcProductDefinitionShape 1820
1947Steel--Beams0, IFC_2x3_bentley.dgn, Default:3116Steel:BeamsIfcLocalPlacement 2033IfcAxis2Placement3D 4593339.50227 158.97682 22.84733(-Z)0.2590 0.9660 0.0IfcProductDefinitionShape 1821
1948Steel--Beams0, IFC_2x3_bentley.dgn, Default:3144Steel:BeamsIfcLocalPlacement 2034IfcAxis2Placement3D 4595348.6689 162.93632 20.18449-0.25882 -0.96593 0.(Z)IfcProductDefinitionShape 1822
1949Steel--Beams0, IFC_2x3_bentley.dgn, Default:3200Steel:BeamsIfcLocalPlacement 2035IfcAxis2Placement3D 4597347.2872 157.819 20.24079-0.19754 -0.73724 0.64610.16722 0.62409 0.76325IfcProductDefinitionShape 1823
1950Steel--Beams0, IFC_2x3_bentley.dgn, Default:3228Steel:BeamsIfcLocalPlacement 2036IfcAxis2Placement3D 4599346.62012 155.32945 22.81974(-Z)-0.259 -0.966 0.IfcProductDefinitionShape 1824
1951Steel--Beams0, IFC_2x3_bentley.dgn, Default:3256Steel:BeamsIfcLocalPlacement 2037IfcAxis2Placement3D 4601348.03613 160.61432 22.81977(-Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1825
1952Steel--Beams0, IFC_2x3_bentley.dgn, Default:3284Steel:BeamsIfcLocalPlacement 2038IfcAxis2Placement3D 4603347.28533 157.81202 20.515440.18847 0.70338 0.685370.17739 0.66201 -0.7282IfcProductDefinitionShape 1826
1953Steel--Beams0, IFC_2x3_bentley.dgn, Default:3312Steel:BeamsIfcLocalPlacement 2039IfcAxis2Placement3D 4605347.9545 160.30943 20.510270.1812 0.67625 0.714040.18481 0.68971 -0.70011IfcProductDefinitionShape 1827
1954Steel--Beams0, IFC_2x3_bentley.dgn, Default:3340Steel:BeamsIfcLocalPlacement 2040IfcAxis2Placement3D 4607341.09227 164.92561 20.62363-0.25881 -0.96593 0.(-Z)IfcProductDefinitionShape 1828
1955Steel--Beams0, IFC_2x3_bentley.dgn, Default:3396Steel:BeamsIfcLocalPlacement 2041IfcAxis2Placement3D 4609340.28594 161.9016 22.84416(-Z)0.2590 0.9660 0.0IfcProductDefinitionShape 1829
1956Steel--Beams0, IFC_2x3_bentley.dgn, Default:3424Steel:BeamsIfcLocalPlacement 2042IfcAxis2Placement3D 4611339.55224 159.16321 20.48999-0.11265 -0.4204 0.90032-0.23302 -0.86964 -0.43523IfcProductDefinitionShape 1830
1957Steel--Beams0, IFC_2x3_bentley.dgn, Default:3452Steel:BeamsIfcLocalPlacement 2043IfcAxis2Placement3D 4613339.20138 157.85387 22.85043(-Z)0.259 0.966 0.IfcProductDefinitionShape 1831
1958Steel--Beams0, IFC_2x3_bentley.dgn, Default:3480Steel:BeamsIfcLocalPlacement 2044IfcAxis2Placement3D 4615339.54489 159.13579 20.366130.20288 0.75719 0.62089-0.1607 -0.59973 0.7839IfcProductDefinitionShape 1832
1959Steel--Beams0, IFC_2x3_bentley.dgn, Default:3508Steel:BeamsIfcLocalPlacement 2045IfcAxis2Placement3D 4617340.32845 162.06016 20.362610.20375 0.76045 0.6166-0.15959 -0.59559 0.78728IfcProductDefinitionShape 1833
1960Steel--Beams0, IFC_2x3_bentley.dgn, Default:3664Steel:BeamsIfcLocalPlacement 2046IfcAxis2Placement3D 4619342.46496 169.36156 8.55980.96593 -0.25882 0.-0.25882 -0.966 0.IfcProductDefinitionShape 1834
1961Steel--Beams0, IFC_2x3_bentley.dgn, Default:3724Steel:BeamsIfcLocalPlacement 2047IfcAxis2Placement3D 4621348.65594 163.64595 11.8937-0.5541 0.73421 0.39232-0.7982 -0.60239 0.IfcProductDefinitionShape 1835
1962Steel--Girders0, IFC_2x3_bentley.dgn, Default:2752Steel:GirdersIfcLocalPlacement 2084IfcAxis2Placement3D 4695345.85264 152.33109 13.894050.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1872
1963Steel--Girders0, IFC_2x3_bentley.dgn, Default:2808Steel:GirdersIfcLocalPlacement 2085IfcAxis2Placement3D 4697338.63951 154.26384 13.894050.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1873
1964Steel--Girders0, IFC_2x3_bentley.dgn, Default:2920Steel:GirdersIfcLocalPlacement 2086IfcAxis2Placement3D 4699335.9598 144.56854 14.0970.25881 0.96593 0.-0.96593 0.25881 0.IfcProductDefinitionShape 1874
1965Steel--Girders0, IFC_2x3_bentley.dgn, Default:2948Steel:GirdersIfcLocalPlacement 2087IfcAxis2Placement3D 4701343.17292 142.63595 14.0970.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1875
1966Steel--Girders0, IFC_2x3_bentley.dgn, Default:1428Steel:GirdersIfcLocalPlacement 2088IfcAxis2Placement3D 4703346.54794 155.15811 22.169120.259 0.96593 0.-0.96593 0.259 0.IfcProductDefinitionShape 1876
1967Steel--Girders0, IFC_2x3_bentley.dgn, Default:924Steel:GirdersIfcLocalPlacement 2089IfcAxis2Placement3D 4705346.71253 155.76744 25.076790.25878 0.96594 0.-0.96594 0.25878 0.IfcProductDefinitionShape 1877
1968Steel--Girders0, IFC_2x3_bentley.dgn, Default:1400Steel:GirdersIfcLocalPlacement 2090IfcAxis2Placement3D 4707347.29463 157.94022 25.076790.25884 0.96592 0.-0.96592 0.25884 0.IfcProductDefinitionShape 1878
1969Steel--Girders0, IFC_2x3_bentley.dgn, Default:756Steel:GirdersIfcLocalPlacement 2091IfcAxis2Placement3D 4709339.845 158.98991 25.076790.25882 0.96593 0.-0.96593 0.25882 0.IfcProductDefinitionShape 1879
1970Steel--Girders0, IFC_2x3_bentley.dgn, Default:840Steel:GirdersIfcLocalPlacement 2092IfcAxis2Placement3D 4711339.53185 157.82132 25.076790.25884 0.96592 0.-0.96592 0.25884 0.IfcProductDefinitionShape 1880
1971Steel--Girders0, IFC_2x3_bentley.dgn, Default:1372Steel:GirdersIfcLocalPlacement 2093IfcAxis2Placement3D 4713339.19158 157.73396 23.08860.259 0.96593 0.0.96593 -0.25882 0.IfcProductDefinitionShape 1881
IfcBeam
Link
IfcColumn
IfcColumn
Link
IDNameDescriptionObjectTypeObjectPlacementPlacementRelToRelativePlacementLocationAxisRefDirectionRepresentationTag
114Steel--Columns0, IFC_2x3_bentley.dgn, Default:1512Steel:ColumnsIfcLocalPlacement 2003IfcAxis2Placement3D 4533338.56826 135.63279 8.5344(Z)0.259 0.966 0.IfcProductDefinitionShape 1791
115Steel--Columns0, IFC_2x3_bentley.dgn, Default:1540Steel:ColumnsIfcLocalPlacement 2004IfcAxis2Placement3D 4535337.47685 131.56 8.5344(Z)0.259 0.966 0.IfcProductDefinitionShape 1792
116Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1886Concrete:ColumnsIfcLocalPlacement 2055IfcAxis2Placement3D 4637342.48414 142.34705 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1843
117Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1663Concrete:ColumnsIfcLocalPlacement 2056IfcAxis2Placement3D 4639348.05631 163.7316 35.3695(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1844
118Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1778Concrete:ColumnsIfcLocalPlacement 2057IfcAxis2Placement3D 4641348.05631 163.7316 28.34323(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1845
119Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1643Concrete:ColumnsIfcLocalPlacement 2058IfcAxis2Placement3D 4643348.05632 163.7316 24.74912(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1846
120Concrete--Columns0, IFC_2x3_bentley.dgn, Default:3644Concrete:ColumnsIfcLocalPlacement 2059IfcAxis2Placement3D 4645348.77472 162.48726 17.2466(Z)0.259 0.966 0.IfcProductDefinitionShape 1847
121Concrete--Columns0, IFC_2x3_bentley.dgn, Default:3624Concrete:ColumnsIfcLocalPlacement 2060IfcAxis2Placement3D 4647348.77472 162.48726 23.47697(Z)0.259 0.966 0.IfcProductDefinitionShape 1848
122Concrete--Columns0, IFC_2x3_bentley.dgn, Default:3604Concrete:ColumnsIfcLocalPlacement 2061IfcAxis2Placement3D 4649348.77472 162.48726 29.3243(Z)0.259 0.966 0.IfcProductDefinitionShape 1849
123Concrete--Columns0, IFC_2x3_bentley.dgn, Default:3584Concrete:ColumnsIfcLocalPlacement 2062IfcAxis2Placement3D 4651348.77472 162.48726 36.65855(Z)0.259 0.966 0.IfcProductDefinitionShape 1850
124Concrete--Columns0, IFC_2x3_bentley.dgn, Default:2340Concrete:ColumnsIfcLocalPlacement 2063IfcAxis2Placement3D 4653348.05633 163.73159 15.1892(Z)-0.259 -0.966 0.IfcProductDefinitionShape 1851
125Concrete--Columns0, IFC_2x3_bentley.dgn, Default:3564Concrete:ColumnsIfcLocalPlacement 2064IfcAxis2Placement3D 4655348.77472 162.48726 8.5344(Z)0.259 0.966 0.IfcProductDefinitionShape 1852
126Concrete--Columns0, IFC_2x3_bentley.dgn, Default:2320Concrete:ColumnsIfcLocalPlacement 2065IfcAxis2Placement3D 4657347.74078 162.55393 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1853
127Concrete--Columns0, IFC_2x3_bentley.dgn, Default:2134Concrete:ColumnsIfcLocalPlacement 2066IfcAxis2Placement3D 4659338.1846 154.85905 15.9512(Z)-0.25882 -0.96593 0.IfcProductDefinitionShape 1854
128Concrete--Columns0, IFC_2x3_bentley.dgn, Default:2058Concrete:ColumnsIfcLocalPlacement 2067IfcAxis2Placement3D 4661345.89713 151.84585 15.9512(Z)0.25876 0.96594 0.IfcProductDefinitionShape 1855
129Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1846Concrete:ColumnsIfcLocalPlacement 2068IfcAxis2Placement3D 4663337.87433 153.99553 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1856
130Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1826Concrete:ColumnsIfcLocalPlacement 2069IfcAxis2Placement3D 4665335.27101 144.2798 8.5344(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1857
131Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1906Concrete:ColumnsIfcLocalPlacement 2070IfcAxis2Placement3D 4667345.27411 152.17055 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1858
132Steel--Columns0, IFC_2x3_bentley.dgn, Default:2154Steel:ColumnsIfcLocalPlacement 2071IfcAxis2Placement3D 4669336.1773 144.3105 15.7607(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1859
133Steel--Columns0, IFC_2x3_bentley.dgn, Default:2182Steel:ColumnsIfcLocalPlacement 2072IfcAxis2Placement3D 4671340.21319 143.229 15.76071(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1860
134Steel--Columns0, IFC_2x3_bentley.dgn, Default:1484Steel:ColumnsIfcLocalPlacement 2073IfcAxis2Placement3D 4673333.44157 132.64128 8.5344(Z)0.259 0.966 0.IfcProductDefinitionShape 1861
135Steel--Columns0, IFC_2x3_bentley.dgn, Default:1456Steel:ColumnsIfcLocalPlacement 2074IfcAxis2Placement3D 4675334.53238 136.71427 8.5344(Z)0.259 0.966 0.IfcProductDefinitionShape 1862
136Steel--Columns0, IFC_2x3_bentley.dgn, Default:1926Steel:ColumnsIfcLocalPlacement 2075IfcAxis2Placement3D 4677335.96582 144.36034 8.5344(Z)0.2590 0.9660 0.0IfcProductDefinitionShape 1863
137Steel--Columns0, IFC_2x3_bentley.dgn, Default:1982Steel:ColumnsIfcLocalPlacement 2076IfcAxis2Placement3D 4679343.17889 142.42792 8.5344(Z)0.2590 0.9660 0.0IfcProductDefinitionShape 1864
138Steel--Columns0, IFC_2x3_bentley.dgn, Default:2010Steel:ColumnsIfcLocalPlacement 2077IfcAxis2Placement3D 4681345.39502 152.23413 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1865
139Steel--Columns0, IFC_2x3_bentley.dgn, Default:2106Steel:ColumnsIfcLocalPlacement 2078IfcAxis2Placement3D 4683345.39502 152.23413 17.2466(Z)0.966 -0.259 0.IfcProductDefinitionShape 1866
140Steel--Columns0, IFC_2x3_bentley.dgn, Default:2078Steel:ColumnsIfcLocalPlacement 2079IfcAxis2Placement3D 4685338.18189 154.16688 17.2466(Z)0.966 -0.259 0.IfcProductDefinitionShape 1867
141Steel--Columns0, IFC_2x3_bentley.dgn, Default:3172Steel:ColumnsIfcLocalPlacement 2080IfcAxis2Placement3D 4687346.89378 157.828 22.81974(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1868
142Steel--Columns0, IFC_2x3_bentley.dgn, Default:3536Steel:ColumnsIfcLocalPlacement 2081IfcAxis2Placement3D 4689339.44418 158.87808 27.41775(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1869
143Steel--Columns0, IFC_2x3_bentley.dgn, Default:3368Steel:ColumnsIfcLocalPlacement 2082IfcAxis2Placement3D 4691339.44416 158.878 22.81975(Z)0.9660 -0.2590 0.0IfcProductDefinitionShape 1870
144Steel--Columns0, IFC_2x3_bentley.dgn, Default:1954Steel:ColumnsIfcLocalPlacement 2083IfcAxis2Placement3D 4693338.18189 154.16688 8.5344(Z)0.966 -0.259 0.IfcProductDefinitionShape 1871
145Steel--Columns0, IFC_2x3_bentley.dgn, Default:1711Steel:ColumnsIfcLocalPlacement 2094IfcAxis2Placement3D 4715341.27423 164.91775 36.65855(Z)(X)IfcProductDefinitionShape 1882
146Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1623Concrete:ColumnsIfcLocalPlacement 2095IfcAxis2Placement3D 4717340.84318 165.66435 35.3695(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1883
147Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1738Concrete:ColumnsIfcLocalPlacement 2096IfcAxis2Placement3D 4719340.84319 165.66435 28.0289(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1884
148Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1758Concrete:ColumnsIfcLocalPlacement 2097IfcAxis2Placement3D 4721340.84319 165.66435 24.37131(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1885
149Concrete--Columns0, IFC_2x3_bentley.dgn, Default:2038Concrete:ColumnsIfcLocalPlacement 2098IfcAxis2Placement3D 4723340.84318 165.66429 15.1892(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1886
150Steel--Columns0, IFC_2x3_bentley.dgn, Default:2266Steel:ColumnsIfcLocalPlacement 2099IfcAxis2Placement3D 4725341.27424 164.91775 17.2466(Z)(X)IfcProductDefinitionShape 1887
151Steel--Columns0, IFC_2x3_bentley.dgn, Default:729Steel:ColumnsIfcLocalPlacement 2100IfcAxis2Placement3D 4727341.27424 164.91775 8.5344(Z)(X)IfcProductDefinitionShape 1888
152Steel--Columns0, IFC_2x3_bentley.dgn, Default:1596Steel:ColumnsIfcLocalPlacement 2101IfcAxis2Placement3D 4729341.27424 164.91775 23.47697(Z)(X)IfcProductDefinitionShape 1889
153Steel--Columns0, IFC_2x3_bentley.dgn, Default:2293Steel:ColumnsIfcLocalPlacement 2102IfcAxis2Placement3D 4731341.27424 164.91775 29.3243(Z)(X)IfcProductDefinitionShape 1890
154Concrete--Columns0, IFC_2x3_bentley.dgn, Default:1866Concrete:ColumnsIfcLocalPlacement 2103IfcAxis2Placement3D 4733340.84318 165.66429 8.5344(Z)-0.2590 -0.9660 0.0IfcProductDefinitionShape 1891
IfcColumn
Link
IfcSlab
IfcSlab
Link
IDNameDescriptionObjectTypeObjectPlacementPlacementRelToRelativePlacementLocationAxisRefDirectionRepresentationTagPredefinedType
49Concrete--Slabs0, IFC_2x3_bentley.dgn, Default:3913Concrete:SlabsIfcLocalPlacement 2048IfcAxis2Placement3D 4623342.48806 169.44752 8.3312(Z)-0.25882 -0.96593 0.IfcProductDefinitionShape 1836FLOOR
50Concrete--Slabs0, IFC_2x3_bentley.dgn, Default:3927Concrete:SlabsIfcLocalPlacement 2049IfcAxis2Placement3D 4625341.27424 164.91775 15.8623(Z)-0.25881 -0.96593 0.IfcProductDefinitionShape 1837FLOOR
51Concrete--Slabs0, IFC_2x3_bentley.dgn, Default:3943Concrete:SlabsIfcLocalPlacement 2050IfcAxis2Placement3D 4627336.28572 117.44778 8.3312-0.08812 -0.32886 0.94026-0.96593 0.25882 0.IfcProductDefinitionShape 1838FLOOR
IfcSlab
Link
IfcWall
IfcWall
Link
IDNameDescriptionObjectTypeObjectPlacementPlacementRelToRelativePlacementLocationAxisRefDirectionRepresentationTag
45Walls--CMU 08in - reg wt0, IFC_2x3_bentley.dgn, Default:4219Walls:CMU 08in - reg wtIfcLocalPlacement 2051IfcAxis2Placement3D 4629342.43538 169.25116 8.5344(Z)0.96593 -0.25882 0.IfcProductDefinitionShape 1839
46Walls--CMU 08in - reg wt0, IFC_2x3_bentley.dgn, Default:4299Walls:CMU 08in - reg wtIfcLocalPlacement 2052IfcAxis2Placement3D 4631331.23133 127.45488 8.5344(Z)-0.26186 -0.96511 0.IfcProductDefinitionShape 1840
47Walls--CMU 08in - reg wt0, IFC_2x3_bentley.dgn, Default:4335Walls:CMU 08in - reg wtIfcLocalPlacement 2053IfcAxis2Placement3D 4633336.28572 117.44778 8.5344(Z)0.30187 0.95335 0.IfcProductDefinitionShape 1841
48Walls--CMU 08in - reg wt0, IFC_2x3_bentley.dgn, Default:4509Walls:CMU 08in - reg wtIfcLocalPlacement 2054IfcAxis2Placement3D 4635348.48735 162.985 8.5344(Z)-0.5671 -0.82365 0.IfcProductDefinitionShape 1842
IfcWall
Link
IfcArbitraryClosedProfileDef
IfcArbitraryClosedProfileDef
Link
IDProfileTypeProfileNameOuterCurveCount
1056AREAIfcPolyline97
1129AREAIfcCompositeCurve2
IfcArbitraryClosedProfileDef
Link
IfcExtrudedAreaSolid
IfcExtrudedAreaSolid
Link
IDSweptAreaPositionLocationAxisRefDirectionExtrudedDirectionDirectionRatiosDepth
1252IfcArbitraryClosedProfileDef 1056IfcAxis2Placement3D 4480(Origin)(Z)(X)IfcDirection 3785(Z)2.08759
1253IfcArbitraryClosedProfileDef 1057IfcAxis2Placement3D 4482(Origin)(Z)(X)IfcDirection 3790(Z)1.284926
1254IfcArbitraryClosedProfileDef 1058IfcAxis2Placement3D 4484(Origin)(Z)(X)IfcDirection 3795(Z)3.146531
1255IfcArbitraryClosedProfileDef 1059IfcAxis2Placement3D 4486(Origin)(Z)(X)IfcDirection 3800(Z)7.46758
1256IfcArbitraryClosedProfileDef 1060IfcAxis2Placement3D 4488(Origin)(Z)(X)IfcDirection 3805(Z)7.467547
1257IfcArbitraryClosedProfileDef 1061IfcAxis2Placement3D 4490(Origin)(Z)(X)IfcDirection 3810(Z)1.067319
1258IfcArbitraryClosedProfileDef 1062IfcAxis2Placement3D 4492(Origin)(Z)(X)IfcDirection 3815(Z)1.067248
1259IfcArbitraryClosedProfileDef 1063IfcAxis2Placement3D 4494(Origin)(Z)(X)IfcDirection 3820(Z)7.523392
1260IfcArbitraryClosedProfileDef 1064IfcAxis2Placement3D 4496(Origin)(Z)(X)IfcDirection 3825(Z)6.9575
1261IfcArbitraryClosedProfileDef 1065IfcAxis2Placement3D 4498(Origin)(Z)(X)IfcDirection 3830(Z)0.468104
1262IfcArbitraryClosedProfileDef 1066IfcAxis2Placement3D 4500(Origin)(Z)(X)IfcDirection 3835(Z)3.91802
1263IfcArbitraryClosedProfileDef 1067IfcAxis2Placement3D 4502(Origin)(Z)(X)IfcDirection 3840(Z)0.768736
1264IfcArbitraryClosedProfileDef 1068IfcAxis2Placement3D 4504(Origin)(Z)(X)IfcDirection 3845(Z)7.46758
1265IfcArbitraryClosedProfileDef 1069IfcAxis2Placement3D 4506(Origin)(Z)(X)IfcDirection 3850(Z)7.46758
1266IfcArbitraryClosedProfileDef 1070IfcAxis2Placement3D 4508(Origin)(Z)(X)IfcDirection 3855(Z)7.46758
1267IfcArbitraryClosedProfileDef 1071IfcAxis2Placement3D 4510(Origin)(Z)(X)IfcDirection 3860(Z)7.46758
1268IfcArbitraryClosedProfileDef 1072IfcAxis2Placement3D 4512(Origin)(Z)(X)IfcDirection 3865(Z)2.43841
1269IfcArbitraryClosedProfileDef 1073IfcAxis2Placement3D 4514(Origin)(Z)(X)IfcDirection 3870(Z)4.46527
1270IfcArbitraryClosedProfileDef 1074IfcAxis2Placement3D 4516(Origin)(Z)(X)IfcDirection 3875(Z)7.467579
1271IfcArbitraryClosedProfileDef 1075IfcAxis2Placement3D 4518(Origin)(Z)(X)IfcDirection 3880(Z)3.048
1272IfcArbitraryClosedProfileDef 1076IfcAxis2Placement3D 4520(Origin)(Z)(X)IfcDirection 3885(Z)4.819905
1273IfcArbitraryClosedProfileDef 1077IfcAxis2Placement3D 4522(Origin)(Z)(X)IfcDirection 3890(Z)4.819906
1274IfcArbitraryClosedProfileDef 1078IfcAxis2Placement3D 4524(Origin)(Z)(X)IfcDirection 3895(Z)4.459482
1275IfcArbitraryClosedProfileDef 1079IfcAxis2Placement3D 4526(Origin)(Z)(X)IfcDirection 3900(Z)3.980826
1276IfcArbitraryClosedProfileDef 1080IfcAxis2Placement3D 4528(Origin)(Z)(X)IfcDirection 3905(Z)4.177641
1277IfcArbitraryClosedProfileDef 1081IfcAxis2Placement3D 4530(Origin)(Z)(X)IfcDirection 3910(Z)7.467579
1278IfcArbitraryClosedProfileDef 1082IfcAxis2Placement3D 4532(Origin)(Z)(X)IfcDirection 3915(Z)7.467581
1279IfcArbitraryClosedProfileDef 1083IfcAxis2Placement3D 4534(Origin)(Z)(X)IfcDirection 3920(Z)3.809363
1280IfcArbitraryClosedProfileDef 1084IfcAxis2Placement3D 4536(Origin)(Z)(X)IfcDirection 3925(Z)2.10443
1281IfcArbitraryClosedProfileDef 1085IfcAxis2Placement3D 4538(Origin)(Z)(X)IfcDirection 3930(Z)2.438434
1282IfcArbitraryClosedProfileDef 1086IfcAxis2Placement3D 4540(Origin)(Z)(X)IfcDirection 3935(Z)6.958245
1283IfcArbitraryClosedProfileDef 1087IfcAxis2Placement3D 4542(Origin)(Z)(X)IfcDirection 3940(Z)7.467505
1284IfcArbitraryClosedProfileDef 1088IfcAxis2Placement3D 4544(Origin)(Z)(X)IfcDirection 3945(Z)1.244483
1285IfcArbitraryClosedProfileDef 1089IfcAxis2Placement3D 4546(Origin)(Z)(X)IfcDirection 3950(Z)1.335337
1286IfcArbitraryClosedProfileDef 1090IfcAxis2Placement3D 4548(Origin)(Z)(X)IfcDirection 3955(Z)7.467495
1287IfcArbitraryClosedProfileDef 1091IfcAxis2Placement3D 4550(Origin)(Z)(X)IfcDirection 3960(Z)2.708561
1288IfcArbitraryClosedProfileDef 1092IfcAxis2Placement3D 4552(Origin)(Z)(X)IfcDirection 3965(Z)3.293175
1289IfcArbitraryClosedProfileDef 1093IfcAxis2Placement3D 4554(Origin)(Z)(X)IfcDirection 3970(Z)7.46758
1290IfcArbitraryClosedProfileDef 1094IfcAxis2Placement3D 4556(Origin)(Z)(X)IfcDirection 3975(Z)7.467547
1291IfcArbitraryClosedProfileDef 1095IfcAxis2Placement3D 4558(Origin)(Z)(X)IfcDirection 3980(Z)14.698399
1292IfcArbitraryClosedProfileDef 1096IfcAxis2Placement3D 4560(Origin)(Z)(X)IfcDirection 3985(Z)4.178268
1293IfcArbitraryClosedProfileDef 1097IfcAxis2Placement3D 4562(Origin)(Z)(X)IfcDirection 3990(Z)14.9648
1294IfcArbitraryClosedProfileDef 1098IfcAxis2Placement3D 4564(Origin)(Z)(X)IfcDirection 3995(Z)0.762047
1295IfcArbitraryClosedProfileDef 1099IfcAxis2Placement3D 4566(Origin)(Z)(X)IfcDirection 4000(Z)7.467565
1296IfcArbitraryClosedProfileDef 1100IfcAxis2Placement3D 4568(Origin)(Z)(X)IfcDirection 4005(Z)7.46758
1297IfcArbitraryClosedProfileDef 1101IfcAxis2Placement3D 4570(Origin)(Z)(X)IfcDirection 4010(Z)7.46758
1298IfcArbitraryClosedProfileDef 1102IfcAxis2Placement3D 4572(Origin)(Z)(X)IfcDirection 4015(Z)7.46758
1299IfcArbitraryClosedProfileDef 1103IfcAxis2Placement3D 4574(Origin)(Z)(X)IfcDirection 4020(Z)7.46758
1300IfcArbitraryClosedProfileDef 1104IfcAxis2Placement3D 4576(Origin)(Z)(X)IfcDirection 4025(Z)7.467565
1301IfcArbitraryClosedProfileDef 1105IfcAxis2Placement3D 4578(Origin)(Z)(X)IfcDirection 4030(Z)10.9435
1302IfcArbitraryClosedProfileDef 1106IfcAxis2Placement3D 4580(Origin)(Z)(X)IfcDirection 4035(Z)2.514653
1303IfcArbitraryClosedProfileDef 1107IfcAxis2Placement3D 4582(Origin)(Z)(X)IfcDirection 4040(Z)2.514653
1304IfcArbitraryClosedProfileDef 1108IfcAxis2Placement3D 4584(Origin)(Z)(X)IfcDirection 4045(Z)0.77053
1305IfcArbitraryClosedProfileDef 1109IfcAxis2Placement3D 4586(Origin)(Z)(X)IfcDirection 4050(Z)0.761156
1306IfcArbitraryClosedProfileDef 1110IfcAxis2Placement3D 4588(Origin)(Z)(X)IfcDirection 4055(Z)7.467736
1307IfcArbitraryClosedProfileDef 1111IfcAxis2Placement3D 4590(Origin)(Z)(X)IfcDirection 4060(Z)7.467526
1308IfcArbitraryClosedProfileDef 1112IfcAxis2Placement3D 4592(Origin)(Z)(X)IfcDirection 4065(Z)11.594312
1309IfcArbitraryClosedProfileDef 1113IfcAxis2Placement3D 4594(Origin)(Z)(X)IfcDirection 4070(Z)2.401557
1310IfcArbitraryClosedProfileDef 1114IfcAxis2Placement3D 4596(Origin)(Z)(X)IfcDirection 4075(Z)10.972745
1311IfcArbitraryClosedProfileDef 1115IfcAxis2Placement3D 4598(Origin)(Z)(X)IfcDirection 4080(Z)3.774003
1312IfcArbitraryClosedProfileDef 1116IfcAxis2Placement3D 4600(Origin)(Z)(X)IfcDirection 4085(Z)2.4384
1313IfcArbitraryClosedProfileDef 1117IfcAxis2Placement3D 4602(Origin)(Z)(X)IfcDirection 4090(Z)2.438434
1314IfcArbitraryClosedProfileDef 1118IfcAxis2Placement3D 4604(Origin)(Z)(X)IfcDirection 4095(Z)3.557848
1315IfcArbitraryClosedProfileDef 1119IfcAxis2Placement3D 4606(Origin)(Z)(X)IfcDirection 4100(Z)3.448698
1316IfcArbitraryClosedProfileDef 1120IfcAxis2Placement3D 4608(Origin)(Z)(X)IfcDirection 4105(Z)10.933315
1317IfcArbitraryClosedProfileDef 1121IfcAxis2Placement3D 4610(Origin)(Z)(X)IfcDirection 4110(Z)2.401557
1318IfcArbitraryClosedProfileDef 1122IfcAxis2Placement3D 4612(Origin)(Z)(X)IfcDirection 4115(Z)2.6709
1319IfcArbitraryClosedProfileDef 1123IfcAxis2Placement3D 4614(Origin)(Z)(X)IfcDirection 4120(Z)2.410945
1320IfcArbitraryClosedProfileDef 1124IfcAxis2Placement3D 4616(Origin)(Z)(X)IfcDirection 4125(Z)3.862813
1321IfcArbitraryClosedProfileDef 1125IfcAxis2Placement3D 4618(Origin)(Z)(X)IfcDirection 4130(Z)3.896449
1322IfcRectangleProfileDef 85IfcAxis2Placement3D 4620(Origin)(Z)(X)IfcDirection 4135(Z)7.467586
1323IfcArbitraryClosedProfileDef 1126IfcAxis2Placement3D 4622(Origin)(Z)(X)IfcDirection 4141(Z)9.171384
1324IfcRectangleProfileDef 86IfcAxis2Placement3D 4624(Origin)(Z)(X)IfcDirection 4146(Z)0.2032
1325IfcArbitraryClosedProfileDef 1127IfcAxis2Placement3D 4626(Origin)(Z)(X)IfcDirection 4152(Z)0.2032
1326IfcArbitraryClosedProfileDef 1128IfcAxis2Placement3D 4628(Origin)(Z)(X)IfcDirection 4157(Z)0.2032
1327IfcRectangleProfileDef 87IfcAxis2Placement3D 4630(Origin)(Z)(X)IfcDirection 4162(Z)6.096
1328IfcArbitraryClosedProfileDef 1129IfcAxis2Placement3D 4632(Origin)(Z)(X)IfcDirection 4168(Z)3.048
1329IfcArbitraryClosedProfileDef 1130IfcAxis2Placement3D 4634(Origin)-0.19394 -0.21546 0.957060.98008 0. 0.1986IfcDirection 41770.19860391 0.21116859 0.957060243.048
1330IfcArbitraryClosedProfileDef 1131IfcAxis2Placement3D 4636(Origin)(-Z)(-X)IfcDirection 41863e-008 -4e-008 -1.06.096
1331IfcRectangleProfileDef 88IfcAxis2Placement3D 4638(Origin)(Z)(X)IfcDirection 4191(Z)3.048
1332IfcRectangleProfileDef 89IfcAxis2Placement3D 4640(Origin)(Z)(X)IfcDirection 4197(Z)7.038578
1333IfcRectangleProfileDef 90IfcAxis2Placement3D 4642(Origin)(Z)(X)IfcDirection 4203(Z)2.941126
1334IfcRectangleProfileDef 91IfcAxis2Placement3D 4644(Origin)(Z)(X)IfcDirection 4209(Z)1.950974
1335IfcRectangleProfileDef 92IfcAxis2Placement3D 4646(Origin)(Z)(X)IfcDirection 4215(Z)6.230365
1336IfcRectangleProfileDef 93IfcAxis2Placement3D 4648(Origin)(Z)(X)IfcDirection 4221(Z)5.847335
1337IfcRectangleProfileDef 94IfcAxis2Placement3D 4650(Origin)(Z)(X)IfcDirection 4227(Z)7.334251
1338IfcRectangleProfileDef 95IfcAxis2Placement3D 4652(Origin)(Z)(X)IfcDirection 4233(Z)10.53326
1339IfcRectangleProfileDef 96IfcAxis2Placement3D 4654(Origin)(Z)(X)IfcDirection 4239(Z)4.03602
1340IfcRectangleProfileDef 97IfcAxis2Placement3D 4656(Origin)(Z)(X)IfcDirection 4245(Z)8.712201
1341IfcRectangleProfileDef 98IfcAxis2Placement3D 4658(Origin)(Z)(X)IfcDirection 4251(Z)3.175
1342IfcRectangleProfileDef 99IfcAxis2Placement3D 4660(Origin)(Z)(X)IfcDirection 4257(Z)2.7432
1343IfcRectangleProfileDef 100IfcAxis2Placement3D 4662(Origin)(Z)(X)IfcDirection 4263(Z)2.794
1344IfcRectangleProfileDef 101IfcAxis2Placement3D 4664(Origin)(Z)(X)IfcDirection 4269(Z)3.048
1345IfcRectangleProfileDef 102IfcAxis2Placement3D 4666(Origin)(Z)(X)IfcDirection 4275(Z)3.047995
1346IfcRectangleProfileDef 103IfcAxis2Placement3D 4668(Origin)(Z)(X)IfcDirection 4281(Z)3.048
1347IfcArbitraryClosedProfileDef 1132IfcAxis2Placement3D 4670(Origin)(Z)(X)IfcDirection 4287(Z)1.42875
1348IfcArbitraryClosedProfileDef 1133IfcAxis2Placement3D 4672(Origin)(Z)(X)IfcDirection 4292(Z)1.42875
1349IfcArbitraryClosedProfileDef 1134IfcAxis2Placement3D 4674(Origin)(Z)(X)IfcDirection 4297(Z)2.10443
1350IfcArbitraryClosedProfileDef 1135IfcAxis2Placement3D 4676(Origin)(Z)(X)IfcDirection 4302(Z)3.809363
1351IfcArbitraryClosedProfileDef 1136IfcAxis2Placement3D 4678(Origin)(Z)(X)IfcDirection 4307(Z)7.3279
1352IfcArbitraryClosedProfileDef 1137IfcAxis2Placement3D 4680(Origin)(Z)(X)IfcDirection 4312(Z)7.234237
1353IfcArbitraryClosedProfileDef 1138IfcAxis2Placement3D 4682(Origin)(Z)(X)IfcDirection 4317(Z)8.7122
1354IfcArbitraryClosedProfileDef 1139IfcAxis2Placement3D 4684(Origin)(Z)(X)IfcDirection 4322(Z)4.863108
1355IfcArbitraryClosedProfileDef 1140IfcAxis2Placement3D 4686(Origin)(Z)(X)IfcDirection 4327(Z)5.040709
1356IfcArbitraryClosedProfileDef 1141IfcAxis2Placement3D 4688(Origin)(Z)(X)IfcDirection 4332(Z)8.474417
1357IfcArbitraryClosedProfileDef 1142IfcAxis2Placement3D 4690(Origin)(Z)(X)IfcDirection 4337(Z)3.498015
1358IfcArbitraryClosedProfileDef 1143IfcAxis2Placement3D 4692(Origin)(Z)(X)IfcDirection 4342(Z)4.598008
1359IfcArbitraryClosedProfileDef 1144IfcAxis2Placement3D 4694(Origin)(Z)(X)IfcDirection 4347(Z)8.7122
1360IfcArbitraryClosedProfileDef 1145IfcAxis2Placement3D 4696(Origin)(Z)(X)IfcDirection 4352(Z)10.9728
1361IfcArbitraryClosedProfileDef 1146IfcAxis2Placement3D 4698(Origin)(Z)(X)IfcDirection 4357(Z)10.973197
1362IfcArbitraryClosedProfileDef 1147IfcAxis2Placement3D 4700(Origin)(Z)(X)IfcDirection 4362(Z)10.058507
1363IfcArbitraryClosedProfileDef 1148IfcAxis2Placement3D 4702(Origin)(Z)(X)IfcDirection 4367(Z)10.058353
1364IfcArbitraryClosedProfileDef 1149IfcAxis2Placement3D 4704(Origin)(Z)(X)IfcDirection 4372(Z)8.062088
1365IfcArbitraryClosedProfileDef 1150IfcAxis2Placement3D 4706(Origin)(Z)(X)IfcDirection 4377(Z)2.249408
1366IfcArbitraryClosedProfileDef 1151IfcAxis2Placement3D 4708(Origin)(Z)(X)IfcDirection 4382(Z)5.181523
1367IfcArbitraryClosedProfileDef 1152IfcAxis2Placement3D 4710(Origin)(Z)(X)IfcDirection 4387(Z)6.095702
1368IfcArbitraryClosedProfileDef 1153IfcAxis2Placement3D 4712(Origin)(Z)(X)IfcDirection 4392(Z)1.209817
1369IfcArbitraryClosedProfileDef 1154IfcAxis2Placement3D 4714(Origin)(Z)(X)IfcDirection 4397(Z)7.477974
1370IfcRectangleProfileDef 104IfcAxis2Placement3D 4716(Origin)(Z)(X)IfcDirection 4402(Z)10.53324
1371IfcRectangleProfileDef 105IfcAxis2Placement3D 4718(Origin)(Z)(X)IfcDirection 4408(Z)7.048302
1372IfcRectangleProfileDef 106IfcAxis2Placement3D 4720(Origin)(Z)(X)IfcDirection 4414(Z)3.209943
1373IfcRectangleProfileDef 107IfcAxis2Placement3D 4722(Origin)(Z)(X)IfcDirection 4420(Z)1.985894
1374IfcRectangleProfileDef 108IfcAxis2Placement3D 4724(Origin)(Z)(X)IfcDirection 4426(Z)4.035925
1375IfcRectangleProfileDef 109IfcAxis2Placement3D 4726(Origin)(Z)(X)IfcDirection 4432(Z)6.230366
1376IfcRectangleProfileDef 110IfcAxis2Placement3D 4728(Origin)(Z)(X)IfcDirection 4438(Z)8.7122
1377IfcRectangleProfileDef 111IfcAxis2Placement3D 4730(Origin)(Z)(X)IfcDirection 4444(Z)5.847335
1378IfcRectangleProfileDef 112IfcAxis2Placement3D 4732(Origin)(Z)(X)IfcDirection 4450(Z)7.334251
1379IfcRectangleProfileDef 113IfcAxis2Placement3D 4734(Origin)(Z)(X)IfcDirection 4456(Z)5.1435
IfcExtrudedAreaSolid
Link
IfcRectangleProfileDef
IfcRectangleProfileDef
Link
IDProfileTypeProfileNamePositionLocationRefDirectionXDimYDim
85AREAIfcAxis2Placement2D 520.0127 0.0127(Y)0.02540.0254
86AREAIfcAxis2Placement2D 5325.91658 3.73379(X)51.8331767.467585
87AREAIfcAxis2Placement2D 543.73379 0.1016(X)7.4675860.2032
88AREAIfcAxis2Placement2D 590.4572 0.4572(Y)0.91440.9144
89AREAIfcAxis2Placement2D 600.6096 0.6096(Y)1.21921.2192
90AREAIfcAxis2Placement2D 610.6096 0.6096(Y)1.21921.2192
91AREAIfcAxis2Placement2D 620.6096 0.6096(Y)1.21921.2192
92AREAIfcAxis2Placement2D 630.4064 0.4064(Y)0.81280.8128
93AREAIfcAxis2Placement2D 640.4064 0.4064(Y)0.81280.8128
94AREAIfcAxis2Placement2D 650.4064 0.4064(Y)0.81280.8128
95AREAIfcAxis2Placement2D 660.4064 0.4064(Y)0.81280.8128
96AREAIfcAxis2Placement2D 670.6096 0.6096(Y)1.21921.2192
97AREAIfcAxis2Placement2D 680.4064 0.4064(Y)0.81280.8128
98AREAIfcAxis2Placement2D 690.6096 0.6096(Y)1.21921.2192
99AREAIfcAxis2Placement2D 700.4572 0.381(Y)0.7620.9144
100AREAIfcAxis2Placement2D 710.4572 0.381(Y)0.7620.9144
101AREAIfcAxis2Placement2D 720.4572 0.4572(Y)0.91440.9144
102AREAIfcAxis2Placement2D 730.4572 0.4572(Y)0.91440.9144
103AREAIfcAxis2Placement2D 740.3048 0.3048(Y)0.60960.6096
104AREAIfcAxis2Placement2D 75-0.40482 0.10847-0.259 -0.9660.60960.0762
105AREAIfcAxis2Placement2D 760.6096 0.6096(Y)1.21921.2192
106AREAIfcAxis2Placement2D 770.6096 0.6096(Y)1.21921.2192
107AREAIfcAxis2Placement2D 780.6096 0.6096(Y)1.21921.2192
108AREAIfcAxis2Placement2D 790.6096 0.6096(Y)1.21921.2192
109AREAIfcAxis2Placement2D 80-0.40482 0.10847-0.259 -0.9660.60960.0762
110AREAIfcAxis2Placement2D 81-0.40482 0.10847-0.259 -0.9660.60960.0762
111AREAIfcAxis2Placement2D 82-0.40482 0.10847-0.259 -0.9660.60960.0762
112AREAIfcAxis2Placement2D 83-0.40482 0.10847-0.259 -0.9660.60960.0762
113AREAIfcAxis2Placement2D 840.6096 0.6096(Y)1.21921.2192
IfcRectangleProfileDef
Link
IfcMaterial
IfcMaterial
Link
IDNameCount
284Steel:-:Beams70
311Steel:-:Columns20
356Concrete:-:Slabs3
359Walls:-:CMU 08in - reg wt4
363Concrete:-:Columns21
392Steel:-:Girders10
IfcMaterial
Link
IfcRelAssociatesMaterial
IfcRelAssociatesMaterial
Link
IDNameDescriptionRelatedObjectsRelatingMaterialCount
156(1) IfcBeamIfcMaterial80
183(1) IfcColumnIfcMaterial41
228(1) IfcSlabIfcMaterial3
231(1) IfcWallIfcMaterial4
IfcRelAssociatesMaterial
Link
IfcGeometricRepresentationConte
IfcGeometricRepresentationContext
Link
IDContextIdentifierContextTypeCoordinateSpaceDimensionPrecisionWorldCoordinateSystemLocationAxisRefDirectionTrueNorth
4462PlanModel31.00E-05IfcAxis2Placement3D 4477(Origin)(Z)(X)
4463PlanPlan31.00E-05IfcAxis2Placement3D 4477(Origin)(Z)(X)
IfcGeometricRepresentationContext
Link
IfcProductDefinitionShape
IfcProductDefinitionShape
Link
IDNameDescriptionRepresentationsCount
1764(2) IfcShapeRepresentation128
IfcProductDefinitionShape
Link
IfcShapeRepresentation
IfcShapeRepresentation
Link
IDContextOfItemsRepresentationIdentifierRepresentationTypeItemsCount
1508IfcGeometricRepresentationContextBoundingBox(1) IfcBoundingBox128
1509IfcGeometricRepresentationContextBodySweptSolid(1) IfcExtrudedAreaSolid128
IfcShapeRepresentation
Link
IfcRelAggregates
IfcRelAggregates
Link
IDNameDescriptionRelatingObjectRelatedObjects
2105IfcSite 4475(1) IfcBuilding 4474
2106IfcProject 4476(1) IfcSite 4475
2107IfcBuilding 4474(1) IfcBuildingStorey 1972
IfcRelAggregates
Link
IfcRelContainedInSpatialStructu
IfcRelContainedInSpatialStructure
Link
IDNameDescriptionRelatedElementsRelatingStructure
155(3) IfcSlab 49 50 51 (41) IfcColumn (4) IfcWall 45 46 47 48 (80) IfcBeamIfcBuildingStorey 1972
IfcRelContainedInSpatialStructure
Link
IfcColourRgb
IfcColourRgb
Link
IDNameRedGreenBlueCount
41611080
4430.07843137250.38823529410.078431372520
4880013
4911114
49510021
IfcColourRgb
Link
IfcPresentationLayerAssignment
IfcPresentationLayerAssignment
Link
IDNameDescriptionAssignedItemsIdentifierCount
412Level 1(116) IfcShapeRepresentation1
413S-BEAMS(3) IfcShapeRepresentation1
414S-Walls(4) IfcShapeRepresentation1
415S-COLUMNS(5) IfcShapeRepresentation1
IfcPresentationLayerAssignment
Link
IfcPresentationStyleAssignment
IfcPresentationStyleAssignment
Link
IDStylesCount
800(1) IfcSurfaceStyle128
IfcPresentationStyleAssignment
Link
IfcStyledItem
IfcStyledItem
Link
ID