e32c09df2d
## ADR-004 (Output/reports/ADR-004-sprint-25-39-decisions.md) Sprint 25~39 기간의 **15개 아키텍처 결정** 정리: - D1~D9: 거더교 MVP 확장 (단면 분기·다경간·Skew 관례·방호벽·격벽·Camber·헌치·UI) - D10~D13: IFC4X3 Add2 익스포터 4 결정 (크레이트 분리·형상 전략 3단계·GUID·Camber 근사) - D14: proc-macro 스캐폴딩 (전면 #[param] 는 Feature 10+ 안정 후) - D15: 변단면 거더 알고리즘 (소핏 lift + Y 선형보간) - 미결 6항목 (Pset 확장·LinearPlacement·ElementAssembly·IfcPile·#[param] 전면·변단면 IFC) - 테스트 커버리지 101개 현황표 ## IFC 스냅샷 테스트 (crates/ifc/tests/snapshot_tests.rs) insta 기반 회귀 방지, 8개 baseline: - mask_guids(): 22자 IFC GUID 를 'GUID' 로 정규화 (결정적 비교 가능) - 시나리오: 기본 단경간 PSC-I / 2경간 π형 / skew 15° / camber 50mm / Rectangle 단면 / parapets off - mask_guids 자체 유닛 테스트 2개 ## Mesh helper 유닛 테스트 (crates/viewer/src/bridge_scene.rs helper_tests) 순수 함수 9개 검증: - apply_camber_mesh: zero 항등·midspan 도달값·경간 밖 미영향 - rotate_y_around_z: 0 회전 항등·90° 피봇 회전·정점 개수 보존 - apply_variable_depth: zero 항등·소핏 lift · 지점 0 lift ## clippy lib 경고 15+ → 0 - map_identity (kernel/expansion_joint.rs) - unnecessary_lazy_evaluations ×4 (dsl/abutment·pier·csv_template — auto-fix) - too_many_arguments (usd save_scene — allow with justification) - clamp-like 패턴 ×7 (viewer bridge_scene/incremental_scene 의 .max(1).min(N) → .clamp(1, N)) - redundant_closure ×2 (project_file 의 `|e| Error::other(e)` → `Error::other`) - redundant_guard ×1 (viewer KeyboardInput match guard → 패턴 내 직접 매치) cargo clippy --workspace --lib: 0 경고. Co-Authored-By: Claude Sonnet 4.6 <noreply@anthropic.com>
243 lines
12 KiB
Plaintext
243 lines
12 KiB
Plaintext
---
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source: crates/ifc/tests/snapshot_tests.rs
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expression: mask_guids(&ifc)
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---
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ISO-10303-21;
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HEADER;
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FILE_DESCRIPTION(('ViewDefinition [BridgeViewDefinition]'), '2;1');
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FILE_NAME('cimery-bridge.ifc', '2026-04-15T00:00:00', (''), (''), 'cimery 0.1.0', 'cimery', '');
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FILE_SCHEMA(('IFC4X3_ADD2'));
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ENDSEC;
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DATA;
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#1 = IFCSIUNIT(*,.LENGTHUNIT.,.MILLI.,.METRE.);
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#2 = IFCSIUNIT(*,.PLANEANGLEUNIT.,$,.RADIAN.);
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#3 = IFCSIUNIT(*,.SOLIDANGLEUNIT.,$,.STERADIAN.);
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#4 = IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.);
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#5 = IFCSIUNIT(*,.VOLUMEUNIT.,$,.CUBIC_METRE.);
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#6 = IFCSIUNIT(*,.TIMEUNIT.,$,.SECOND.);
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#7 = IFCSIUNIT(*,.MASSUNIT.,.KILO.,.GRAM.);
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#8 = IFCUNITASSIGNMENT((#1, #2, #3, #4, #5, #6, #7));
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#9 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#10 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#11 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#12 = IFCAXIS2PLACEMENT3D(#9,#10,#11);
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#13 = IFCLOCALPLACEMENT($,#12);
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#14 = IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.0E-5,#12,$);
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#15 = IFCPROJECT('GUID',$,'cimery-bridge',$,$,$,$,(#14),#8);
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#16 = IFCSITE('GUID',$,'Site',$,$,#13,$,$,.ELEMENT.,$,$,$,$,$);
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#17 = IFCBRIDGE('GUID',$,'cimery-bridge',$,$,#13,$,$,.ELEMENT.,.GIRDER.);
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#18 = IFCRELAGGREGATES('GUID',$,$,$,#15,(#16));
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#19 = IFCCARTESIANPOINT((0.000000,0.000000));
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#20 = IFCALIGNMENTHORIZONTALSEGMENT($,$,#19,0.000000,$,40000.000000,0.000000,$,.LINE.);
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#21 = IFCALIGNMENTSEGMENT('GUID',$,$,$,$,#13,$,#20);
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#22 = IFCALIGNMENTHORIZONTAL('GUID',$,'Horizontal',$,$,#13,$);
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#23 = IFCRELNESTS('GUID',$,$,$,#22,(#21));
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#24 = IFCALIGNMENTVERTICALSEGMENT($,$,0.000000,40000.000000,0.000000,0.000000,0.000000,$,.CONSTANTGRADIENT.);
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#25 = IFCALIGNMENTSEGMENT('GUID',$,$,$,$,#13,$,#24);
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#26 = IFCALIGNMENTVERTICAL('GUID',$,'Vertical',$,$,#13,$);
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#27 = IFCRELNESTS('GUID',$,$,$,#26,(#25));
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#28 = IFCALIGNMENT('GUID',$,'Bridge Alignment',$,$,#13,$,.USERDEFINED.,$);
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#29 = IFCRELNESTS('GUID',$,$,$,#28,(#22,#26));
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#30 = IFCRELAGGREGATES('GUID',$,$,$,#16,(#17,#28));
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#31 = IFCCARTESIANPOINT((-1250.000000, 960.000000, 20000.000000));
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#32 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#33 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#34 = IFCAXIS2PLACEMENT3D(#31,#32,#33);
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#35 = IFCLOCALPLACEMENT(#13,#34);
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#36 = IFCCARTESIANPOINT((-350.000000,-900.000000));
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#37 = IFCCARTESIANPOINT((350.000000,-900.000000));
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#38 = IFCCARTESIANPOINT((350.000000,-720.000000));
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#39 = IFCCARTESIANPOINT((100.000000,-720.000000));
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#40 = IFCCARTESIANPOINT((100.000000,700.000000));
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#41 = IFCCARTESIANPOINT((150.000000,750.000000));
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#42 = IFCCARTESIANPOINT((300.000000,750.000000));
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#43 = IFCCARTESIANPOINT((300.000000,900.000000));
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#44 = IFCCARTESIANPOINT((-300.000000,900.000000));
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#45 = IFCCARTESIANPOINT((-300.000000,750.000000));
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#46 = IFCCARTESIANPOINT((-150.000000,750.000000));
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#47 = IFCCARTESIANPOINT((-100.000000,700.000000));
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#48 = IFCCARTESIANPOINT((-100.000000,-720.000000));
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#49 = IFCCARTESIANPOINT((-350.000000,-720.000000));
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#50 = IFCPOLYLINE((#36, #37, #38, #39, #40, #41, #42, #43, #44, #45, #46, #47, #48, #49, #36));
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#51 = IFCARBITRARYCLOSEDPROFILEDEF(.AREA.,'PSC-I',#50);
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#52 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#53 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#54 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#55 = IFCAXIS2PLACEMENT3D(#52,#53,#54);
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#56 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#57 = IFCEXTRUDEDAREASOLID(#51,#55,#56,40000.000000);
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#58 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#57));
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#59 = IFCPRODUCTDEFINITIONSHAPE($,$,(#58));
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#60 = IFCBEAM('GUID',$,'Girder S1-G1',$,$,#35,#59,$,.BEAM.);
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#61 = IFCPROPERTYSINGLEVALUE('Reference',$,IFCIDENTIFIER('Girder S1-G1'),$);
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#62 = IFCPROPERTYSINGLEVALUE('Span',$,IFCLENGTHMEASURE(40000.000000),$);
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#63 = IFCPROPERTYSINGLEVALUE('LoadBearing',$,IFCBOOLEAN(.T.),$);
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#64 = IFCPROPERTYSINGLEVALUE('IsExternal',$,IFCBOOLEAN(.F.),$);
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#65 = IFCPROPERTYSET('GUID',$,'Pset_BeamCommon',$,(#61, #62, #63, #64));
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#66 = IFCRELDEFINESBYPROPERTIES('GUID',$,$,$,(#60),#65);
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#67 = IFCCARTESIANPOINT((1250.000000, 960.000000, 20000.000000));
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#68 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#69 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#70 = IFCAXIS2PLACEMENT3D(#67,#68,#69);
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#71 = IFCLOCALPLACEMENT(#13,#70);
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#72 = IFCCARTESIANPOINT((-350.000000,-900.000000));
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#73 = IFCCARTESIANPOINT((350.000000,-900.000000));
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#74 = IFCCARTESIANPOINT((350.000000,-720.000000));
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#75 = IFCCARTESIANPOINT((100.000000,-720.000000));
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#76 = IFCCARTESIANPOINT((100.000000,700.000000));
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#77 = IFCCARTESIANPOINT((150.000000,750.000000));
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#78 = IFCCARTESIANPOINT((300.000000,750.000000));
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#79 = IFCCARTESIANPOINT((300.000000,900.000000));
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#80 = IFCCARTESIANPOINT((-300.000000,900.000000));
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#81 = IFCCARTESIANPOINT((-300.000000,750.000000));
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#82 = IFCCARTESIANPOINT((-150.000000,750.000000));
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#83 = IFCCARTESIANPOINT((-100.000000,700.000000));
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#84 = IFCCARTESIANPOINT((-100.000000,-720.000000));
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#85 = IFCCARTESIANPOINT((-350.000000,-720.000000));
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#86 = IFCPOLYLINE((#72, #73, #74, #75, #76, #77, #78, #79, #80, #81, #82, #83, #84, #85, #72));
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#87 = IFCARBITRARYCLOSEDPROFILEDEF(.AREA.,'PSC-I',#86);
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#88 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#89 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#90 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#91 = IFCAXIS2PLACEMENT3D(#88,#89,#90);
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#92 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#93 = IFCEXTRUDEDAREASOLID(#87,#91,#92,40000.000000);
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#94 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#93));
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#95 = IFCPRODUCTDEFINITIONSHAPE($,$,(#94));
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#96 = IFCBEAM('GUID',$,'Girder S1-G2',$,$,#71,#95,$,.BEAM.);
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#97 = IFCPROPERTYSINGLEVALUE('Reference',$,IFCIDENTIFIER('Girder S1-G2'),$);
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#98 = IFCPROPERTYSINGLEVALUE('Span',$,IFCLENGTHMEASURE(40000.000000),$);
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#99 = IFCPROPERTYSINGLEVALUE('LoadBearing',$,IFCBOOLEAN(.T.),$);
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#100 = IFCPROPERTYSINGLEVALUE('IsExternal',$,IFCBOOLEAN(.F.),$);
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#101 = IFCPROPERTYSET('GUID',$,'Pset_BeamCommon',$,(#97, #98, #99, #100));
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#102 = IFCRELDEFINESBYPROPERTIES('GUID',$,$,$,(#96),#101);
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#103 = IFCCARTESIANPOINT((0.000000, 1970.000000, 20000.000000));
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#104 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#105 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#106 = IFCAXIS2PLACEMENT3D(#103,#104,#105);
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#107 = IFCLOCALPLACEMENT(#13,#106);
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#108 = IFCCARTESIANPOINT((0.000000,0.000000));
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#109 = IFCDIRECTION((1.000000,0.000000));
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#110 = IFCAXIS2PLACEMENT2D(#108,#109);
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#111 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#110,4500.000000,220.000000);
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#112 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#113 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#114 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#115 = IFCAXIS2PLACEMENT3D(#112,#113,#114);
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#116 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#117 = IFCEXTRUDEDAREASOLID(#111,#115,#116,40000.000000);
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#118 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#117));
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#119 = IFCPRODUCTDEFINITIONSHAPE($,$,(#118));
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#120 = IFCSLAB('GUID',$,'Deck Slab',$,$,#107,#119,$,.FLOOR.);
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#121 = IFCCARTESIANPOINT((0.000000, -930.000000, -400.000000));
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#122 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#123 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#124 = IFCAXIS2PLACEMENT3D(#121,#122,#123);
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#125 = IFCLOCALPLACEMENT(#13,#124);
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#126 = IFCCARTESIANPOINT((0.000000,0.000000));
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#127 = IFCDIRECTION((1.000000,0.000000));
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#128 = IFCAXIS2PLACEMENT2D(#126,#127);
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#129 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#128,5500.000000,1860.000000);
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#130 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#131 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#132 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#133 = IFCAXIS2PLACEMENT3D(#130,#131,#132);
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#134 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#135 = IFCEXTRUDEDAREASOLID(#129,#133,#134,800.000000);
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#136 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#135));
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#137 = IFCPRODUCTDEFINITIONSHAPE($,$,(#136));
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#138 = IFCFOOTING('GUID',$,'Abutment Start',$,$,#125,#137,$,.PAD_FOOTING.);
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#139 = IFCCARTESIANPOINT((0.000000, -930.000000, 40400.000000));
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#140 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#141 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#142 = IFCAXIS2PLACEMENT3D(#139,#140,#141);
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#143 = IFCLOCALPLACEMENT(#13,#142);
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#144 = IFCCARTESIANPOINT((0.000000,0.000000));
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#145 = IFCDIRECTION((1.000000,0.000000));
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#146 = IFCAXIS2PLACEMENT2D(#144,#145);
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#147 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#146,5500.000000,1860.000000);
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#148 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#149 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#150 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#151 = IFCAXIS2PLACEMENT3D(#148,#149,#150);
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#152 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#153 = IFCEXTRUDEDAREASOLID(#147,#151,#152,800.000000);
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#154 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#153));
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#155 = IFCPRODUCTDEFINITIONSHAPE($,$,(#154));
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#156 = IFCFOOTING('GUID',$,'Abutment End',$,$,#143,#155,$,.PAD_FOOTING.);
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#157 = IFCCARTESIANPOINT((-1250.000000, 0.000000, 0.000000));
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#158 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#159 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#160 = IFCAXIS2PLACEMENT3D(#157,#158,#159);
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#161 = IFCLOCALPLACEMENT(#13,#160);
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#162 = IFCCARTESIANPOINT((0.000000,0.000000));
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#163 = IFCDIRECTION((1.000000,0.000000));
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#164 = IFCAXIS2PLACEMENT2D(#162,#163);
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#165 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#164,450.000000,60.000000);
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#166 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#167 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#168 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#169 = IFCAXIS2PLACEMENT3D(#166,#167,#168);
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#170 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#171 = IFCEXTRUDEDAREASOLID(#165,#169,#170,350.000000);
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#172 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#171));
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#173 = IFCPRODUCTDEFINITIONSHAPE($,$,(#172));
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#174 = IFCBEARING('GUID',$,'Bearing S0-G1',$,$,#161,#173,$,.ELASTOMERIC.);
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#175 = IFCCARTESIANPOINT((1250.000000, 0.000000, 0.000000));
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#176 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#177 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#178 = IFCAXIS2PLACEMENT3D(#175,#176,#177);
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#179 = IFCLOCALPLACEMENT(#13,#178);
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#180 = IFCCARTESIANPOINT((0.000000,0.000000));
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#181 = IFCDIRECTION((1.000000,0.000000));
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#182 = IFCAXIS2PLACEMENT2D(#180,#181);
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#183 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#182,450.000000,60.000000);
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#184 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#185 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#186 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#187 = IFCAXIS2PLACEMENT3D(#184,#185,#186);
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#188 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#189 = IFCEXTRUDEDAREASOLID(#183,#187,#188,350.000000);
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#190 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#189));
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#191 = IFCPRODUCTDEFINITIONSHAPE($,$,(#190));
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#192 = IFCBEARING('GUID',$,'Bearing S0-G2',$,$,#179,#191,$,.ELASTOMERIC.);
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#193 = IFCCARTESIANPOINT((-1250.000000, 0.000000, 40000.000000));
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#194 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#195 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#196 = IFCAXIS2PLACEMENT3D(#193,#194,#195);
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#197 = IFCLOCALPLACEMENT(#13,#196);
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#198 = IFCCARTESIANPOINT((0.000000,0.000000));
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#199 = IFCDIRECTION((1.000000,0.000000));
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#200 = IFCAXIS2PLACEMENT2D(#198,#199);
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#201 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#200,450.000000,60.000000);
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#202 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#203 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#204 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#205 = IFCAXIS2PLACEMENT3D(#202,#203,#204);
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#206 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#207 = IFCEXTRUDEDAREASOLID(#201,#205,#206,350.000000);
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#208 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#207));
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#209 = IFCPRODUCTDEFINITIONSHAPE($,$,(#208));
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#210 = IFCBEARING('GUID',$,'Bearing S1-G1',$,$,#197,#209,$,.ELASTOMERIC.);
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#211 = IFCCARTESIANPOINT((1250.000000, 0.000000, 40000.000000));
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#212 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#213 = IFCDIRECTION((1.000000, 0.000000, -0.000000));
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#214 = IFCAXIS2PLACEMENT3D(#211,#212,#213);
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#215 = IFCLOCALPLACEMENT(#13,#214);
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#216 = IFCCARTESIANPOINT((0.000000,0.000000));
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#217 = IFCDIRECTION((1.000000,0.000000));
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#218 = IFCAXIS2PLACEMENT2D(#216,#217);
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#219 = IFCRECTANGLEPROFILEDEF(.AREA.,$,#218,450.000000,60.000000);
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#220 = IFCCARTESIANPOINT((0.000000, 0.000000, 0.000000));
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#221 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#222 = IFCDIRECTION((1.000000, 0.000000, 0.000000));
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#223 = IFCAXIS2PLACEMENT3D(#220,#221,#222);
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#224 = IFCDIRECTION((0.000000, 0.000000, 1.000000));
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#225 = IFCEXTRUDEDAREASOLID(#219,#223,#224,350.000000);
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#226 = IFCSHAPEREPRESENTATION(#14,'Body','SweptSolid',(#225));
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#227 = IFCPRODUCTDEFINITIONSHAPE($,$,(#226));
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#228 = IFCBEARING('GUID',$,'Bearing S1-G2',$,$,#215,#227,$,.ELASTOMERIC.);
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#229 = IFCRELCONTAINEDINSPATIALSTRUCTURE('GUID',$,'Contents','Bridge elements',(#60, #96, #120, #138, #156, #174, #192, #210, #228),#17);
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ENDSEC;
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END-ISO-10303-21;
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