8 $ __text__TEXT+ D!__data__DATA@@`t(__cstring__TEXTR__literal8__TEXTp__bss__DATA$__picsymbolstub2__TEXTHh(`__la_sym_ptr2__DATA@ +__nl_symbol_ptr__DATA8! __textcoal_nt__TEXT}t$&EEEl[^_]UWVSl>b8uJ$7b$!fD$$gjEȉD$ EЉD$D$E$nE؃}u EE$5E܃}u EE}vvfPEpMUЍA@$fPE2MUЍA@,>E낋E؉D$E܉D$j$fD$jD$b$E@8E$D$D$b$X]D$D$b$5]D$D$b$]D$D$b$]E@4E@E@4E@ E@4&BE@4@EE@4@EE@4@EE@4@ EE@4P(&E@4P0&E@4@$E}v%MUЍAxluYMUЍA@D$^D$V$QMUЍA$MUЍA@pE} v~MUЍAEERlUMUЍAE4zlE@4EA7XEUEzEEEl[^_]ÐUS8uD$$"$E@@TEE@@TEE@ @TEЋE@@\EE@@\E؋E@ @\EEf(YMEYE\f(EEf(YMEYE\f(EEf(YMEYE\f(EE\EEE\EEE\EEE\EpE\ExE\EEEf(YMEYEXEYEXȍY``f.w'E@D$-$Dž@`f.zt'E@D$m$QDž@>EXEf(XMЍ^f(XEXEf(XMȍ^f(PDžDDv+PDPDDŐPDPDpP DPDDŰ^XDf(XLŐDpYP^XXPDPDpPDPDDŐD^`HD$HD$D$$} tE `}tEX}tEP@@[]ÐUWVS#E EW8u$WE+EEEx0vE@D$${EDžv7WP + 뾋E@@TEE@@TEE@ @TEE@@\EE@@\EE@ @\xEf(YxEYE\f(`Ef(YMxYE\f(hEf(YMEYE\f(pE\x@x\EHE\EPE\E E\E(E\E0DžU;B0v ED xt2E@D$UD @D$C$\EED x tEED x t2E@D$UD @D$$EUD @ UD @twt w2E@D$UD @D$$vE;u2E@D$UD @D$$6E}tUEDžn MЍA@TEMЍA@TEMЍA@\EMЍA@\EUD @ @EȋUD @@EEf(\ME\E^f(EEf(\ME\E^f(EE\EX8Mȍ3YYEf(Yf(YMXYEXXXYEXf(YEYf(Yf(YU;YXCYYEf(XXYEXYf(YM؍C^f(XEYf(Yf(YU;YYEX;Yf(XXYEXYf(YMЍC^f(XYf(Yf(YUKYYEXSYX;YYEXYYEf(YM؍[^f(f(\YYYYYEYEf(YMЍS^f(XYEYYYYEf(YM؍;^f(\f(EX8Mȍ3YYEf(Yf(YMXYEXXXYEXf(YEYf(Yf(YU;YXCYYEf(XXYEXYf(YM؍C^f(XEYf(Yf(YU;YYEX;Yf(XXYEXYf(YMЍC^f(XYf(Yf(YUKYYEXSYX;YYEXYYEf(YM؍[^f(f(\YYYYYEYEf(YMЍS^f(XYEYYYYEf(YM؍;^f(\f(EUD x WPHWPPc^Ef(YMXWPHWPPc^Ef(YMXWP:WPc^Ef(YM X7WP:WPc^Ef(YM X7E$EEW[^_] axisymmetricAxisymmetric element %d has 0.0 for Poisson's ratio (nu)mass matrices not supported for axisymmetric elementsallocating stress array for node %d incorrect node ordering for element %d (must be ccw)area of element %d is zero, check node numberingaxisymmetric element %d can have at most two distributed loadsload %s does not have 2 nodal values (element %d)invalid direction specified for load %s (element %d)incorrect node numbering for load %s (element %d)-DT!@?@@@ @@(@-DT! @⍀Pv⍀vPa⍀aPmhL⍀LPTO7⍀7P;6"⍀"P" ⍀ P ⍀P⍀P⍀P⍀P⍀P⍀Psnz⍀zPZUe⍀ePA.$ $$$i_$I4*$,( ,(~(T4, ($$ zM5* dG?!   ~x s me_ Z T L F A ;y3y- ( "``  GG  ..        ~ y ske ` ZRL G A93 . (f f  MM <840,($      $(,04r ^$ F @/L{m: `' _axisymmetricDefinition_axisymmetricEltSetup_axisymmetricEltStress___i686.get_pc_thunk.bx_AxisymmetricLocalB_AxisymmetricEquivNodalForces___i686.get_pc_thunk.axdyld_stub_binding_helper___sF_SetEquivalentForceMemory_ZeroMatrix_AllocateNodalStress_fprintf_PrincipalStresses3D_mdata_SetupStressMemory_MultiplyMatrices_CreateColumnVector_ScaleMatrix_MultiplyAtBA_CreateFullMatrix_AxisymmetricD_error_stress.0_d.1_temp.2_B.3_equiv.4