OAWINGSA0001Program headerGSACopyright © Oasys 1985-2009General Structural Analysis8.4####@@@@Titles10-Feb-2010####@@@@ File History10-Feb-201013:02peter.debneyLDSPCH5W574JNew####10-Feb-201014:57peter.debneyLDSPCH5W574JSave as C:\Local documents\Oasys Files\Marketing\Webinars\Fabric and Form-Finding\Example models\Force Density 2.gwb####10-Feb-201014:58peter.debneyLDSPCH5W574JSave as C:\Local documents\Oasys Files\Marketing\Webinars\Fabric and Form-Finding\Example models\Force Density 1.gwb####@@@@ File version####@@@@éGeneral specification####@@@@êUnitsoƒ:kN€?m€?kg€?s€?°CzDmm€?m/s²½7†5N/mm²ÈBcmoƒ:kJ####@@@@ôRC Bar Limits ×#=oƒ< ×#=oƒ< ×£< ×#<¦›D<¦›D<####@@@@îConstruction gridsöÿÿÿ####@@@@óTolerance ×#< ×#<@@íýŽ<íýŽ<€? ×#<####@@@@õDesign specificationBS5950-1:2000EC2_04GB####@@@@öBridge specificationðd4BÈA€?€?€?€?€?€?€?€?€?@?ÍÌÌ>ÍÌÌ>ÍÌÌ>@?ÍÌÌ>ÍÌÌ>ÍÌÌ>####@@@@ùGround Elevation####@@@@úEnvironmental ImpactMT_STEELUNDEFStandard Structural SectionNULL@C0YFö(Ü>MT_CONCRETEUNDEFCEM1/OPC: Avg Cementitious Contentlow strengthNULLÃõÈ?†CMT_ALUMINIUMUNDEFExtruded Aluminum SectionNULLðCèG?MT_GLASSUNDEFNULLMT_FRPUNDEFNULLMT_REBARUNDEFStructural ReinforcementNULL@C0YFö(Ü>MT_TIMBERUNDEFStructural Glulam BeamNULL€@¯C####@@@@LCurrency:####@@@@ÑNodes,ð####ð A####ð€?####ð@####ð@@####ð€@####ð @####ðÀ@#### ðà@#### ðA#### ðA#### ð@#### ð A@####ð€?@####ð@@####ð@@@####ð€@@####ð @@####ðÀ@@####ðà@@####ðA@####ðA@####ð@####ð A@####ð€?@####ð@@####ð@@@####ð€@@####ð @@####ðÀ@@####ðà@@#### ðA@####!ðA@####"ð@@#####ð A@@####$ð€?@@####%ð@@@####&ð@@@@####'ð€@@@####(ð @@@####)ðÀ@@@####*ðà@@@####+ðA@@####,ðA@@####@@@@ÒElementsdð####ð####ð####ð####ð####ð####ð #### ð #### ð #### ð #### ð #### ð####ð####ð####ð####ð####ð####ð####ð####ð ####ð####ð####ð####ð####ð####ð####ð####ð ####ð ####ð#### ð ####!ð####"ð#####ð####$ð####%ð####&ð ####'ð ####(ð ####)ð ####*ð####+ð####,ð####-ð####.ð####/ð####0ð####1ð ####2ð !####3ð!####4ð"$####5ð$%####6ð%&####7ð&'####8ð'(####9ð()####:ð)*####;ð*+####<ð+,####=ð,#####>ð$####?ð$####@ð&####Að&####Bð(####Cð(####Dð*####Eð* ####Fð ,####Gð,####Hð"####Ið%####Jð%####Kð'####Lð'####Mð)####Nð)####Oð+####Pð+!####Qð!#####Rð####Sð####Tð####Uð####Vð####Wð####Xð####Yð ####Zð !####[ð!####\ð####]ð####^ð####_ð####`ð####að####bð ####cð ####dð ####eð ####@@@@ÕSections(lower cableðSTD%C%10.Àµ¤80î00î00î00î00î†0¸m[?¸m[?¸m[?¸m[?€?€?€?€?€?€?####(upper cableðSTD%C%10Àµ¤80î00î00î00î00î†0¸m[?¸m[?¸m[?¸m[?€?€?€?€?€?€?####(vertical latticeðSTD%C%5Àµ¤70î.0î.0î.0î.0î†.¸m[?¸m[?¸m[?¸m[?€?€?€?€?€?€?####(Horizontal latticeðSTD%C%5Àµ¤70î.0î.0î.0î.0î†.¸m[?¸m[?¸m[?¸m[?€?€?€?€?€?€?####@@@@åForce density 1D propertiesBar force density 1@G####Bar force density 2@F####Bar force density 3ÿÿyD####Bar force density 4ÿÿyD####@@@@¡Load Case TitlesInternal loads from FormFinding####@@@@£Analysis CasesAnalysis Case 1none####@@@@Analysis TasksTask 1SOLVER_GSRELAXTASK_PREANALYSISSOL_FORM_FINDINGÍÌÌ=·Ñ8ÍÌÌ= †oƒ:oƒ: ×#<€? d€?€? ####@@@@'Report________________________________________ Data checks commenced at 10/02/2010 13:05:45. Checking input data for analysis by GsRelax. Shortest element (element 2) is 1 m long. Longest element (element 22) is 2.23607 m long. Data checks completed at 10/02/2010 13:05:45. No errors or warnings found. Analysis by GsRelax Force-density form-finding analysis Analyse analysis case 1 Analysis case 1: The residual limits HAVE been met No error found, the analysis completed successfully. 1 Analysis case(s) have been analysed 1 converged 0 not converged(analysed) ####@@@@