1+ ISO-10303-21;
2+ HEADER;
3+ FILE_DESCRIPTION((''),'2;1');
4+ FILE_NAME('pass-grp000-contains_groups.ifc','2023-07-18T01:23:45',(''),(''),'redacted','redacted - redacted - 3.14159','');
5+ FILE_SCHEMA(('IFC4X3_ADD2'));
6+ ENDSEC;
7+
8+ DATA;
9+
10+ /* Owner history user and application */
11+ #1= IFCAPPLICATION(#2,'redacted','redacted','redacted');
12+ #2= IFCORGANIZATION($,'redacted',$,$,$);
13+ #3= IFCPERSON('redacted',$,$,$,$,$,$,$);
14+ #4= IFCORGANIZATION($,'redacted',$,$,$);
15+ #5= IFCPERSONANDORGANIZATION(#3,#4,$);
16+
17+ /* Units */
18+ #9= IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.);
19+ #10= IFCMEASUREWITHUNIT(IFCAREAMEASURE(0.0006452),#9);
20+ #11= IFCDIMENSIONALEXPONENTS(2,0,0,0,0,0,0);
21+ #12= IFCCONVERSIONBASEDUNIT(#11,.AREAUNIT.,'square inch',#10);
22+ #21= IFCSIUNIT(*,.FORCEUNIT.,$,.NEWTON.);
23+ #22= IFCMEASUREWITHUNIT(IFCMASSMEASURE(4.44822162),#21);
24+ #23= IFCDIMENSIONALEXPONENTS(1,1,-2,0,0,0,0);
25+ #24= IFCCONVERSIONBASEDUNIT(#23,.FORCEUNIT.,'pound-force',#22);
26+ #28= IFCSIUNIT(*,.LENGTHUNIT.,$,.METRE.);
27+ #29= IFCMEASUREWITHUNIT(IFCLENGTHMEASURE(0.0254),#28);
28+ #30= IFCDIMENSIONALEXPONENTS(1,0,0,0,0,0,0);
29+ #31= IFCCONVERSIONBASEDUNIT(#30,.LENGTHUNIT.,'inch',#29);
30+ #36= IFCSIUNIT(*,.MASSUNIT.,.KILO.,.GRAM.);
31+ #37= IFCMEASUREWITHUNIT(IFCMASSMEASURE(0.45359237),#36);
32+ #38= IFCDIMENSIONALEXPONENTS(0,1,0,0,0,0,0);
33+ #39= IFCCONVERSIONBASEDUNIT(#38,.MASSUNIT.,'pound',#37);
34+ #40= IFCSIUNIT(*,.PLANEANGLEUNIT.,$,.RADIAN.);
35+ #41= IFCMEASUREWITHUNIT(IFCPLANEANGLEMEASURE(0.0174532925199433),#40);
36+ #42= IFCDIMENSIONALEXPONENTS(0,0,0,0,0,0,0);
37+ #43= IFCCONVERSIONBASEDUNIT(#42,.PLANEANGLEUNIT.,'degree',#41);
38+ #45= IFCSIUNIT(*,.PRESSUREUNIT.,$,.PASCAL.);
39+ #46= IFCMEASUREWITHUNIT(IFCPRESSUREMEASURE(6894.7572932),#45);
40+ #47= IFCDIMENSIONALEXPONENTS(-1,1,-2,0,0,0,0);
41+ #48= IFCCONVERSIONBASEDUNIT(#47,.PRESSUREUNIT.,'pound-force per square inch',#46);
42+ #56= IFCSIUNIT(*,.VOLUMEUNIT.,$,.CUBIC_METRE.);
43+ #57= IFCMEASUREWITHUNIT(IFCVOLUMEMEASURE(1.639E-05),#56);
44+ #58= IFCDIMENSIONALEXPONENTS(3,0,0,0,0,0,0);
45+ #59= IFCCONVERSIONBASEDUNIT(#58,.VOLUMEUNIT.,'cubic inch',#57);
46+ #96= IFCDERIVEDUNITELEMENT(#24,1);
47+ #97= IFCDERIVEDUNITELEMENT(#31,-1);
48+ #98= IFCDERIVEDUNIT((#96,#97),.LINEARFORCEUNIT.,$,$);
49+ #99= IFCDERIVEDUNITELEMENT(#24,1);
50+ #100= IFCDERIVEDUNITELEMENT(#31,1);
51+ #101= IFCDERIVEDUNITELEMENT(#31,-1);
52+ #102= IFCDERIVEDUNIT((#99,#100,#101),.LINEARMOMENTUNIT.,$,$);
53+ #103= IFCDERIVEDUNITELEMENT(#24,1);
54+ #104= IFCDERIVEDUNITELEMENT(#31,-1);
55+ #105= IFCDERIVEDUNIT((#103,#104),.LINEARSTIFFNESSUNIT.,$,$);
56+ #112= IFCDERIVEDUNITELEMENT(#39,1);
57+ #113= IFCDERIVEDUNITELEMENT(#59,-1);
58+ #114= IFCDERIVEDUNIT((#112,#113),.MASSDENSITYUNIT.,$,$);
59+ #118= IFCDERIVEDUNITELEMENT(#39,1);
60+ #119= IFCDERIVEDUNITELEMENT(#31,-1);
61+ #120= IFCDERIVEDUNIT((#118,#119),.MASSPERLENGTHUNIT.,$,$);
62+ #121= IFCDERIVEDUNITELEMENT(#39,1);
63+ #122= IFCDERIVEDUNIT((#121,#158),.MODULUSOFELASTICITYUNIT.,$,'pound-force per square inch');
64+ #140= IFCDERIVEDUNITELEMENT(#31,4);
65+ #141= IFCDERIVEDUNIT((#140),.MOMENTOFINERTIAUNIT.,$,$);
66+ #142= IFCDERIVEDUNITELEMENT(#24,1);
67+ #143= IFCDERIVEDUNITELEMENT(#12,-1);
68+ #144= IFCDERIVEDUNIT((#142,#143),.PLANARFORCEUNIT.,$,$);
69+ #147= IFCDERIVEDUNITELEMENT(#39,1);
70+ #148= IFCDERIVEDUNITELEMENT(#12,-1);
71+ #149= IFCDERIVEDUNIT((#147,#148),.ROTATIONALMASSUNIT.,$,$);
72+ #150= IFCDERIVEDUNITELEMENT(#24,1);
73+ #151= IFCDERIVEDUNITELEMENT(#31,1);
74+ #152= IFCDERIVEDUNITELEMENT(#43,-1);
75+ #153= IFCDERIVEDUNIT((#150,#151,#152),.ROTATIONALSTIFFNESSUNIT.,$,$);
76+ #154= IFCDERIVEDUNITELEMENT(#31,5);
77+ #155= IFCDERIVEDUNIT((#154),.SECTIONAREAINTEGRALUNIT.,$,$);
78+ #156= IFCDERIVEDUNITELEMENT(#31,3);
79+ #157= IFCDERIVEDUNIT((#156),.SECTIONMODULUSUNIT.,$,$);
80+ #158= IFCDERIVEDUNITELEMENT(#12,-1);
81+ #159= IFCDERIVEDUNIT((#121,#158),.SHEARMODULUSUNIT.,$,'pound-force per square inch');
82+ #207= IFCUNITASSIGNMENT((#12,#24,#31,#39,#43,#48,#59,#98,#102,#105,#114,#120,#122,#141,#144,#149,#153,#155,#157,#159));
83+
84+ /* The project */
85+ #208= IFCPROJECT('0QjBRF7yLCTh4HRF3GOF1t',#209,'Project',$,$,$,$,(#212,#215),#207);
86+
87+ /* Owner history referenced by all objects */
88+ #209= IFCOWNERHISTORY(#5,#1,.READWRITE.,.NOCHANGE.,$,$,$,1320677205);
89+
90+ /* Project coordinate system */
91+ #210= IFCCARTESIANPOINT((0.,0.,0.));
92+ #211= IFCAXIS2PLACEMENT3D(#210,$,$);
93+ #212= IFCGEOMETRICREPRESENTATIONCONTEXT('3D','Model',3,0.00001,#211,$);
94+ #213= IFCCARTESIANPOINT((0.,0.,0.));
95+ #214= IFCAXIS2PLACEMENT3D(#213,$,$);
96+ #215= IFCGEOMETRICREPRESENTATIONCONTEXT('2D','Plan',2,0.00001,#214,$);
97+
98+ /* Structural analysis model */
99+ #216= IFCSTRUCTURALANALYSISMODEL('0VYesmxUHFNez26MoJx5F3',#209,'Structural Analysis #1',$,$,.NOTDEFINED.,#219,(#312),(#2729),#220);
100+ #218= IFCCARTESIANPOINT((0.,0.,0.));
101+ #219= IFCAXIS2PLACEMENT3D(#218,$,$);
102+ #220= IFCLOCALPLACEMENT($,#222);
103+ #221= IFCCARTESIANPOINT((0.,0.,0.));
104+ #222= IFCAXIS2PLACEMENT3D(#221,$,$);
105+
106+ /* Analysis model is declared on project; this distinguishes top-level analysis models from potential aggregated sub-models */
107+ #224= IFCRELDECLARES('1Frhk31Z12CR9mBbodz9XE',#209,'GROUP',$,#208,(#216));
108+
109+ /* The structural member for the left column (object) */
110+ #228= IFCSTRUCTURALCURVEMEMBER('3eXlZ8csrAvfIIXVwC_gVP',#209,'Curve Member #1',$,$,$,#255,.RIGID_JOINED_MEMBER.,#230);
111+ #230= IFCDIRECTION((1.,0.,0.));
112+
113+ /* The structural node underneath the left column */
114+ #232= IFCCARTESIANPOINT((0.,0.,0.));
115+ #233= IFCVERTEXPOINT(#232);
116+ #234= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#233));
117+ #235= IFCPRODUCTDEFINITIONSHAPE($,$,(#234));
118+ #236= IFCSTRUCTURALPOINTCONNECTION('3539fAVu96i8mFr0cgUqeI',#209,'Point Connection #1',$,$,$,#235,#242,$);
119+
120+ /* assignment of connections and members to the analysis model */
121+ #239= IFCRELASSIGNSTOGROUP('3mDDAcu390$A5orhhUv4qv',#209,$,$,(#236,#247,#228,#271,#280,#263,#296),$,#216);
122+
123+ /* fixed restraint at node underneath left column */
124+ #242= IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
125+
126+ /* The structural node above the left column */
127+ #243= IFCCARTESIANPOINT((0.,0.,120.));
128+ #244= IFCVERTEXPOINT(#243);
129+ #245= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#244));
130+ #246= IFCPRODUCTDEFINITIONSHAPE($,$,(#245));
131+ #247= IFCSTRUCTURALPOINTCONNECTION('2mc6ibF258HPIpTmqg6DSl',#209,'Point Connection #2',$,$,$,#246,$,$);
132+
133+ /* The structural member for the left column (representation) */
134+ #252= IFCEDGE(#233,#244);
135+ #253= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#252));
136+ #255= IFCPRODUCTDEFINITIONSHAPE($,$,(#253));
137+ #258= IFCRELCONNECTSSTRUCTURALMEMBER('2Z9w70JuDEUx6TnggLE2wU',#209,$,$,#228,#236,$,$,$,$);
138+ #260= IFCRELCONNECTSSTRUCTURALMEMBER('1GClK7cwT80xzpZuaAlGXp',#209,$,$,#228,#247,$,$,$,$);
139+
140+ /* The structural member for the right column (object) */
141+ #263= IFCSTRUCTURALCURVEMEMBER('3jULd7ui93JOXl5trkpgTT',#209,'Curve Member #2',$,$,$,#288,.RIGID_JOINED_MEMBER.,#265);
142+ #265= IFCDIRECTION((1.,0.,0.));
143+
144+ /* The structural node underneath the right column */
145+ #267= IFCCARTESIANPOINT((192.,0.,0.));
146+ #268= IFCVERTEXPOINT(#267);
147+ #269= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#268));
148+ #270= IFCPRODUCTDEFINITIONSHAPE($,$,(#269));
149+ #271= IFCSTRUCTURALPOINTCONNECTION('1dqi3aUQP3yeww5muaF15h',#209,'Point Connection #3',$,$,$,#270,#275,$);
150+ #275= IFCBOUNDARYNODECONDITION('Fixed',IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.),IFCBOOLEAN(.T.));
151+
152+ /* The structural node connecting the right column to the beam */
153+ #276= IFCCARTESIANPOINT((192.,0.,120.));
154+ #277= IFCVERTEXPOINT(#276);
155+ #278= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Vertex',(#277));
156+ #279= IFCPRODUCTDEFINITIONSHAPE($,$,(#278));
157+ #280= IFCSTRUCTURALPOINTCONNECTION('0IHrRf6abAZwDys7n7fbS2',#209,'Point Connection #4',$,$,$,#279,$,$);
158+
159+ /* The structural member for the right column (representation) */
160+ #285= IFCEDGE(#268,#277);
161+ #286= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#285));
162+ #288= IFCPRODUCTDEFINITIONSHAPE($,$,(#286));
163+ #291= IFCRELCONNECTSSTRUCTURALMEMBER('0r1xJykBf1OOYUn7dRt3DM',#209,$,$,#263,#271,$,$,$,$);
164+ #293= IFCRELCONNECTSSTRUCTURALMEMBER('1$D3QsVBj2kf4iUp5hUEu2',#209,$,$,#263,#280,$,$,$,$);
165+
166+ /* The structural member for the beam */
167+ #296= IFCSTRUCTURALCURVEMEMBER('25vEW7EzrBTvz5cbNWzhP$',#209,'Curve Member #3',$,$,$,#304,.RIGID_JOINED_MEMBER.,#298);
168+ #298= IFCDIRECTION((0.,0.,1.));
169+ #301= IFCEDGE(#244,#277);
170+ #302= IFCTOPOLOGYREPRESENTATION(#212,'Reference','Edge',(#301));
171+ #304= IFCPRODUCTDEFINITIONSHAPE($,$,(#302));
172+ #307= IFCRELCONNECTSSTRUCTURALMEMBER('3ZUyJTZMHEev9njAeNDQUT',#209,$,$,#296,#247,$,$,$,$);
173+ #309= IFCRELCONNECTSSTRUCTURALMEMBER('3Y3WZZzV16XQ$1wEZLWjJX',#209,$,$,#296,#280,$,$,$,$);
174+
175+ /* single load case */
176+ #312= IFCSTRUCTURALLOADCASE('2fv4DZfY55exwX8QDy8dmw',#209,'Structural Load Case #1',$,$,.LOAD_CASE.,.NOTDEFINED.,.NOTDEFINED.,1.,$,(0.,0.,0.));
177+
178+ /* linear load along left half of beam */
179+ #317= IFCSTRUCTURALCURVEACTION('2WSwGyLsrFNA9TLOq_ifyd',#209,'Structural Curve Action #1',$,$,$,$,#326,.GLOBAL_COORDS.,.F.,$,.LINEAR.);
180+ #326= IFCSTRUCTURALLOADCONFIGURATION($,(#327,#329),((96.),(192.)));
181+ #327= IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
182+ #329= IFCSTRUCTURALLOADLINEARFORCE('Nominal',$,$,-100.,$,$,$);
183+ #335= IFCRELCONNECTSSTRUCTURALACTIVITY('0XvroPpOb4FPsGBZQ$pgtA',#209,$,$,#296,#317);
184+ #337= IFCRELASSIGNSTOGROUP('2OygXKIkL35eDtUalQjese',#209,$,$,(#317),$,#312);
185+
186+ /* Material profile set associated with each structural member */
187+ #340= IFCMATERIALPROFILESET($,$,(#342),$);
188+ #342= IFCMATERIALPROFILE($,$,#353,#419,$,$);
189+ #344= IFCMATERIALPROFILESETUSAGE(#340,$,$);
190+ #345= IFCRELASSOCIATESMATERIAL('01kVXT9hb7C80NqRflZZF9',#209,$,$,(#228,#263,#296),#344);
191+
192+ /* Material and properties */
193+ #353= IFCMATERIAL('ASTM A36',$,'Steel');
194+ #371= IFCPROPERTYSINGLEVALUE('MassDensity',$,IFCMASSDENSITYMEASURE(0.284011391108717),$);
195+ #372= IFCMATERIALPROPERTIES('Pset_MaterialCommon',$,(#371),#353);
196+ #375= IFCPROPERTYSINGLEVALUE('YoungModulus',$,IFCMODULUSOFELASTICITYMEASURE(29.),$);
197+ #376= IFCPROPERTYSINGLEVALUE('ShearModulus',$,IFCMODULUSOFELASTICITYMEASURE(11.2),$);
198+ #379= IFCMATERIALPROPERTIES('Pset_MaterialMechanical',$,(#375,#376),#353);
199+
200+ /* Profile and properties */
201+ #419= IFCISHAPEPROFILEDEF(.AREA.,'W10X30',$,5.81,10.5,0.3,0.51,0.125,$,$);
202+ #965= IFCPROPERTYSINGLEVALUE('MassPerLength',$,IFCMASSPERLENGTHMEASURE(2.5),$);
203+ #966= IFCPROPERTYSINGLEVALUE('CrossSectionArea',$,IFCAREAMEASURE(8.84),$);
204+ #974= IFCPROPERTYSINGLEVALUE('MomentOfInertiaY',$,IFCMOMENTOFINERTIAMEASURE(170.),$);
205+ #975= IFCPROPERTYSINGLEVALUE('MomentOfInertiaZ',$,IFCMOMENTOFINERTIAMEASURE(16.7),$);
206+ #985= IFCPROPERTYSINGLEVALUE('TorsionalSectionModulus',$,IFCSECTIONMODULUSMEASURE(0.622),$);
207+ #990= IFCPROFILEPROPERTIES('Pset_ProfileMechanical',$,(#965,#966,#974,#975,#985),#419);
208+
209+ /* The result group indicating reactions for the load case */
210+ #2729= IFCSTRUCTURALRESULTGROUP('3nK7dm3u9EYhoBHOTo765A',#209,$,$,$,.FIRST_ORDER_THEORY.,#312,.T.);
211+
212+ /* The node below the left column has no displacement (it has fixed boundary condition so it shouldn't) */
213+ #2732= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
214+ #2733= IFCSTRUCTURALPOINTREACTION('0Ci9_J7iLDhuBtYHGEpcTw',#209,$,$,$,$,$,#2732,.GLOBAL_COORDS.);
215+ #2735= IFCRELCONNECTSSTRUCTURALACTIVITY('2nVw9fFML1G8QuiGnXOdEh',#209,$,$,#236,#2733);
216+
217+ /* Each reaction is assigned to the result group. */
218+ #2737= IFCRELASSIGNSTOGROUP('2dN5hErLP9zB0e5nA$yT0F',#209,$,$,(#2733,#2741,#2747,#2753,#2759,#2765,#2773,#2781,#2789),$,#2729);
219+
220+ /* The node below the left column has a reaction with force upwards and to the right and moment counter-clockwise as facing +Y */
221+ #2740= IFCSTRUCTURALLOADSINGLEFORCE($,1422.66326629449,0.,2278.52897011915,0.,66694.8548930371,0.);
222+ #2741= IFCSTRUCTURALPOINTREACTION('1VIuS9lz50U9$sbX2t8CSb',#209,$,$,$,$,$,#2740,.GLOBAL_COORDS.);
223+ #2743= IFCRELCONNECTSSTRUCTURALACTIVITY('2l0cjBJHH8nxFBsGxDKSfi',#209,$,$,#236,#2741);
224+
225+ /* The node above the left column has a displacement to the left (sway) */
226+ #2746= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00112040278567376,0.,-7.54271659073925E-05,0.,3.08969735441016E-05,0.);
227+ #2747= IFCSTRUCTURALPOINTREACTION('2Xxob9ZATFeQmLnunjg4E$',#209,$,$,$,$,$,#2746,.GLOBAL_COORDS.);
228+ #2749= IFCRELCONNECTSSTRUCTURALACTIVITY('2iaDWtrbn6W9TfDxfsikIH',#209,$,$,#247,#2747);
229+
230+ /* The node below the right column has no displacement (it has a fixed boundary condition so it shouldn't) */
231+ #2752= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,0.,0.,0.,0.,0.,0.);
232+ #2753= IFCSTRUCTURALPOINTREACTION('2YqhTmxQv6_AQPAcaE66Xu',#209,$,$,$,$,$,#2752,.GLOBAL_COORDS.);
233+ #2755= IFCRELCONNECTSSTRUCTURALACTIVITY('0yGyLgS9T3Y9D6VtgcdAkS',#209,$,$,#271,#2753);
234+
235+ /* The node below the right column has a reaction with force updwards and to the left and moment clockwise as facing +Y */
236+ #2758= IFCSTRUCTURALLOADSINGLEFORCE($,-1422.73493120008,0.,7321.47102988085,0.,-43375.4476654014,0.);
237+ #2759= IFCSTRUCTURALPOINTREACTION('1b1zM4uHz8exw0fvIGvpGQ',#209,$,$,$,$,$,#2758,.GLOBAL_COORDS.);
238+ #2761= IFCRELCONNECTSSTRUCTURALACTIVITY('0Whra2O$v9wePeIU6IImNQ',#209,$,$,#271,#2759);
239+
240+ /* The node above the right column has a displacement to the left (sway) */
241+ #2764= IFCSTRUCTURALLOADSINGLEDISPLACEMENT($,-0.00119575654821984,0.,-0.000242365937540883,0.,-6.94996291089951E-05,0.);
242+ #2765= IFCSTRUCTURALPOINTREACTION('33628eH254VAe0O7d63nzI',#209,$,$,$,$,$,#2764,.GLOBAL_COORDS.);
243+ #2767= IFCRELCONNECTSSTRUCTURALACTIVITY('2ukIn71Pr2VwtcAQ5GPi8T',#209,$,$,#280,#2765);
244+
245+ /* The member for the left column has end reactions for which shear and moment diagrams may be derived */
246+ #2770= IFCSTRUCTURALLOADSINGLEFORCE('Head',2278.52897011915,0.,-1422.66326629449,0.,66694.8548930371,0.);
247+ #2771= IFCSTRUCTURALLOADSINGLEFORCE('Tail',-2278.52897011915,0.,1422.66326629449,0.,104027.289932507,0.);
248+ #2772= IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2770,#2771),((0.),(120.)));
249+ #2773= IFCSTRUCTURALCURVEREACTION('0SH7YcIWrB8Q4VcWjfXpnn',#209,$,$,$,$,$,#2772,.GLOBAL_COORDS.,.DISCRETE.);
250+ #2775= IFCRELCONNECTSSTRUCTURALACTIVITY('2vTn7XCur6sByitir9a9jj',#209,$,$,#228,#2773);
251+
252+ /* The member for the right column has end reactions for which shear and moment diagrams may be derived */
253+ #2778= IFCSTRUCTURALLOADSINGLEFORCE('Head',7321.47102988085,0.,1422.73493120008,0.,-43375.4476654014,0.);
254+ #2779= IFCSTRUCTURALLOADSINGLEFORCE('Tail',-7321.47102988085,0.,-1422.73493120008,0.,-127343.989381682,0.);
255+ #2780= IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2778,#2779),((0.),(120.)));
256+ #2781= IFCSTRUCTURALCURVEREACTION('1L3TtLyyPEzgk1VyvDrWiH',#209,$,$,$,$,$,#2780,.GLOBAL_COORDS.,.DISCRETE.);
257+ #2783= IFCRELCONNECTSSTRUCTURALACTIVITY('23GMRW_cf7tA667rAWkQOC',#209,$,$,#263,#2781);
258+
259+ /* The member for the beam has end reactions for which shear and moment diagrams may be derived */
260+ #2786= IFCSTRUCTURALLOADSINGLEFORCE('Head',1422.69473557039,0.,2278.52222225513,0.,-104030.36194645,0.);
261+ #2787= IFCSTRUCTURALLOADSINGLEFORCE('Tail',-1422.69473557039,0.,7321.47777774487,0.,127353.857770554,0.);
262+ #2788= IFCSTRUCTURALLOADCONFIGURATION('Member End Reactions',(#2786,#2787),((0.),(192.)));
263+ #2789= IFCSTRUCTURALCURVEREACTION('2ssucs0rX8KgBecASOwgSd',#209,$,$,$,$,$,#2788,.GLOBAL_COORDS.,.DISCRETE.);
264+ #2791= IFCRELCONNECTSSTRUCTURALACTIVITY('1tmGmLIfTFnBfWx$tia32R',#209,$,$,#296,#2789);
265+ ENDSEC;
266+ END-ISO-10303-21;
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