OAWINGSA0001Program headerGSACopyright Oasys 1985-2009General Structural Analysis8.4####@@@@Titles123456TestDemonstration model10-Feb-2010####@@@@ File History10-Feb-201009:25peter.debneyLDSPCH5W574JNew####10-Feb-201009:28peter.debneyLDSPCH5W574JSave as C:\Local documents\Oasys Files\Marketing\Webinars\Fabric and Form-Finding\Example models\Soap Film 1.gwb####10-Feb-201009:29peter.debneyLDSPCH5W574JSave as C:\Local documents\Oasys Files\Marketing\Webinars\Fabric and Form-Finding\Example models\Soap Film 2.gwb####@@@@ File version####@@@@General specification####@@@@Unitso:kN?m?kg?s?CzDmm?m/s75N/mmBcmo:kJ####@@@@RC Bar Limits #=o< #=o< ף< #>>@?>>>####@@@@Ground Elevation####@@@@Environmental ImpactMT_STEELUNDEFStandard Structural SectionNULL@C0YF(>MT_CONCRETEUNDEFCEM1/OPC: Avg Cementitious Contentlow strengthNULL?CMT_ALUMINIUMUNDEFExtruded Aluminum SectionNULLCG?MT_GLASSUNDEFNULLMT_FRPUNDEFNULLMT_REBARUNDEFStructural ReinforcementNULL@C0YF(>MT_TIMBERUNDEFStructural Glulam 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QDx\ĜfDr8DL0,mDpSD|_PsqDqiDewlĻ\jDND$YE[DDUIJ"Dfz#D!FTDsQDuWĻ6D DՄ9bDlD}SFYADDB]DDvBĜ!D4QE@>DtDvEv(CaD;DaAG~DjD}rKD\D8xpaDDvȘDxDDDDHxDJDĉ?%D]DěηDߖD:Y9D[җD"D!k_DOIkYDڠD=ĈDiCDipDnDDODOrD۵nBDFD6JDƒD ǛڞDDiHDhDX_ozDƬDq$dDJD.KND4}D<=DDy2D+DIĽ,pDCuDqiDNvD͂LwDRDhDD%cD7DnYDboTADTADTAĚ|DKDmaMvDpFD#\i4DD =D?@qD+RADVċDI3PDxx|DKDbNqDJDOCDCDCābDNJDYOШD΀D~ĐDJDjOOܨsD[D1"D*$D SsDD1uDv8[DwD OĕyDODejV1Dc QDrk[(*D[(*D[(* ʇD JDhMDkwDd^D)WDQnW(DZDD=DGBE^Dsx D2;DKX\hD`9D5~$}DUD>MiDZJSD <EtkrD+@ODvD (Y#DԇDMCU D4LyDoD\EnjED )TD!LD>ZHӇDHDy~CTl3D}^!DiDàDDBVh'DyLvD/d[D:DD}D5;fDD7g+D$Dix{CMխD?tOC>8Dl \0VDهDDrDDx?}wDDvzĢ}D3DhĢCD k]jDꫳDt$%DaD䭓DuD HD2D6i%AD_UD?^%D,nD)(ĶiD@DbQDoD"ZoD,DOMDlD0_z'EkDvħD=]D{`DDvġUEzDsđ;EUD `F2E)F8D}H^DtDw9ĒEvfDW:ĿEnDWcE DWa &E-4Dč/D1HCwD=WDՁEAfDF>YQEUC.LbkEY/DÒLD7CⲳD#sDqSE1D0z5_&ESCc ӦDaDGykCqNCp*\+jD1CDQÚ EIiD1EDiDpTDo}####' Strain Energy####@@@@'Report________________________________________ Data checks commenced at 10/02/2010 09:34:11. Checking input data for analysis by GsRelax. Warning in Element 211: coincides with element 341. Warning in Element 101: coincides with element 321. Warning in Element 212: coincides with element 342. Warning in Element 343: coincides with element 213. Warning in Element 214: coincides with element 344. Warning in Element 215: coincides with element 345. Warning in Element 350: coincides with element 220. Warning in Element 216: coincides with element 346. Warning in Element 219: coincides with element 349. Warning in Element 322: coincides with element 102. Shortest element (element 151) is 0.379558 m long. Longest element (element 361) is 2.92908 m long. Warning in Axial Load 53: element 111 is a Spacer and the load on it is ignored. Warning in Axial Load 54: element 112 is a Spacer and the load on it is ignored. Warning in Axial Load 55: element 113 is a Spacer and the load on it is ignored. Warning in Axial Load 56: element 114 is a Spacer and the load on it is ignored. Warning in Axial Load 57: element 115 is a Spacer and the load on it is ignored. Warning in Axial Load 58: element 116 is a Spacer and the load on it is ignored. Warning in Axial Load 59: element 117 is a Spacer and the load on it is ignored. Warning in Axial Load 60: element 118 is a Spacer and the load on it is ignored. Warning in Axial Load 61: element 119 is a Spacer and the load on it is ignored. Warning in Axial Load 62: element 120 is a Spacer and the load on it is ignored. Warning in Elements: angle around node is small. Elements: 1 100 Warning in Elements: coincides with element. Elements: 101 103 106 107 110 202 to 209 211 212 214 to 219 311 to 318 322 324 325 328 329 331 340 343 350 359 360 Warning in Distortions: element is a Spacer and the load on it is ignored. Distortions: 53 to 142 163 to 252 Data checks completed at 10/02/2010 09:34:11. 222 warnings found. Analysis by GsRelax Non-linear analysis Analyse analysis case 1 Note in Element 363: End 1 of beam can have no moment applied, rotation for this node is not available from GsRelax analysis. Note in Element 364: End 1 of beam can have no moment applied, rotation for this node is not available from GsRelax analysis. Analysis case 1: The residual limits HAVE been met No error found, the analysis completed successfully. Analyse analysis case 2 Note in Element 363: End 1 of beam can have no moment applied, rotation for this node is not available from GsRelax analysis. Note in Element 364: End 1 of beam can have no moment applied, rotation for this node is not available from GsRelax analysis. Analysis case 2: The residual limits HAVE been met No error found, the analysis completed successfully. 2 Analysis case(s) have been analysed 2 converged 0 not converged(analysed) ####@@@@