! #1/20 1200112960 0 0 100644 2876 ` __.SYMDEF SORTED(7qHH  '?Mewx;x;x;x;x;@@@@"@7@Q@i@@@@....HH H8 8  H8 &H$.4HBHLqaq   PHPJPJPJhHvqH2 J ` |x;x;x;@@@8.G.T.b Oq O~ O8888)8E8b8}8/ K e    PJPJPJ(d(d&(d_AxisymmetricEquivNodalForces_AxisymmetricLocalB_axisymmetricDefinition_axisymmetricEltSetup_axisymmetricEltStress_BeamConsistentMassMatrix_BeamEquivNodalForces_BeamLocalK_BeamLumpedMassMatrix_BeamTransformMatrix_beamDefinition_beamEltSetup_beamEltStress_Beam3dConsistentMassMatrix_Beam3dEquivNodalForces_Beam3dLocalK_Beam3dLumpedMassMatrix_Beam3dTransformMatrix_beam3dDefinition_beam3dEltSetup_beam3dEltStress_brickDefinition_brickEltSetup_brickEltStress_CSTElementSetup_CSTElementStress_CSTEquivNodalForces_CSTLocalB_CSTLumpedMassMatrix_CSTPlaneStrainDefinition_CSTPlaneStrainEltSetup_CSTPlaneStrainEltStress_CSTPlaneStressDefinition_CSTPlaneStressEltSetup_CSTPlaneStressEltStress_CTGConsistentCapacityMatrix_CTGLocalB_CTGLumpedCapacityMatrix_CTGResolveConvection_PlanarConductivity_ctgDefinition_ctgEltSetup_ctgEltStress_htkDefinition_htkEltSetup_htkEltStress_GlobalIsoShapeFunctions_Iso2dLocalB_LocalIsoShapeFunctions_iso2dElementSetup_iso2dElementStress_iso2d_PlaneStrainDefinition_iso2d_PlaneStrainEltSetup_iso2d_PlaneStrainEltStress_iso2d_PlaneStressDefinition_iso2d_PlaneStressEltSetup_iso2d_PlaneStressEltStress_GlobalQuadShapeFunctions_IsoQuadEquivNodalForces_IsoQuadLocalB_LocalQuadShapeFunctions_QuadElementSetup_QuadElementStress_QuadLumpedMassMatrix_quad_PlaneStrainDefinition_quad_PlaneStrainEltSetup_quad_PlaneStrainEltStress_quad_PlaneStressDefinition_quad_PlaneStressEltSetup_quad_PlaneStressEltStress_AllocationError_AxisymmetricD_ElementArea_ElementLength_GaussPoints_IsotropicD_MultiplyAtBA_PlaneStrainD_PlaneStressD_ResolveHingeConditions_SetEquivalentForceMemory_ZeroRowCol_RodConsistentCapacityMatrix_RodLumpedCapacityMatrix_RodResolveConvection_rodDefinition_rodEltSetup_rodEltStress_springDefinition_springEltSetup_springEltStress_AllocateNodalStress_PrincipalStresses2D_PrincipalStresses3D_SetupStressMemory_timoshenkoDefinition_timoshenkoEltSetup_timoshenkoEltStress_trussDefinition_trussEltSetup_trussEltStress#1/20 1200112896 0 0 100644 12220 ` axisymm.o 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#1/12 1200112900 0 0 100644 18244 ` beam.o * * __text__TEXT4$ -__data__DATA@$@`'T=__cstring__TEXT$X'__literal8__TEXT&)__bss__DATA*4__const__DATA'P*__picsymbolstub2__TEXT (&@+l=__la_sym_ptr2__DATAF*Xf-A__textcoal_nt__TEXT* - @B*DT P @@!⍀!P ⍀ P⍀P⍀P|w⍀Pc^⍀PJE⍀P1,⍀Py⍀yPd⍀dPO⍀OP:⍀:P%⍀%P⍀P}⍀Pid⍀PPK⍀P72⍀P⍀P⍀P}⍀}Ph⍀hP-(F(_(x(((((()')@)Y)r))))))*!*:*$Ë $Ë$#'#'y#'T#'-#(#("'"'"'~"'W"(@"("'!' ' ( ' 'a 'J '* ' '''((c'9'(''''n'E'.''((('h'' *****{e[**;*c&*y*4*_* *J@*''*<*''*'''&)!`& &C;%`%'%s'f\*T*L6*. ** *x'**'*c*G*9x'&* *'***B:`%p'*** * * P' i* Rh' :* (0' * * `' * X' * qP' Y* BH' ** @' * 8' * 0' * * k * T (' 8 '    * *  *  *T *T u *T Y *T = *T ! *T  *T 'T 'T   *T w *T o V *T P  3 *- # * ' * ' * & *z *U *> '& * ' * & * & * &j *S &; *) ' **`%f&XE;*3*+*  ***y*]*H>*******~*nd*B****z*S*K*C5*-***** i.bW8 % & $ c& F>$ &  ") *2**2* ) **** ) **** ) *)*) ) *)*) ) *)*) ) *)~*)x s) m~*)e~*)_ Z) Tz*j)Lz*j)F A) ;v*Q)3v*Q)- () "r*8)r*8) ) n*)n*) ) j*)j*) ) f*(f*( ) b*(b*( ) ^*(^*( ) Z*(Z*(~ y) sV*(kV*(e `) ZR*p(RR*p(L G) AN*W(9N*W(3 .) (J*>( J*>( ) F*%(F*%( TPLHD@<840,($  !( &%$"# '!( &%$"# '********* *%*,*6*Ah FRH  *. * *@$o/!]J~>_beamDefinition_beamEltSetup_beamEltStress___i686.get_pc_thunk.bx_BeamLocalK_BeamLumpedMassMatrix_BeamConsistentMassMatrix_BeamTransformMatrix_BeamEquivNodalForces___i686.get_pc_thunk.cx___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_sin_cos_atan2_MirrorMatrix_ElementLength_ZeroMatrix_SetupStressMemory_MultiplyMatrices_DestroyMatrix_TransposeMatrix_CreateColumnVector_ResolveHingeConditions_MultiplyAtBA_CreateFullMatrix_error_f.0_dlocal.1_d.2_ke.3_Tt.4_eq_local.5_ke.6_me.7_me.8_T.9_Tt.10_equiv.11_result.12_ResolveEndForces#1/12 1200112904 0 0 100644 19724 ` beam3d.o 1 0 __text__TEXT,* 3__data__DATA@*@`-C__cstring__TEXT*-__literal8__TEXT-0__bss__DATA00__const__DATAP.Pp1__picsymbolstub2__TEXT.1Dr__la_sym_ptr2__DATA{0L3G__textcoal_nt__TEXT0 3 @H'JT P @@[⍀PGB⍀P.)⍀P⍀P⍀Pm⍀mPX⍀XPC⍀CP.⍀.Pz⍀Pfa⍀PMH⍀P4/⍀P⍀P⍀P⍀P⍀Pq⍀qP\⍀\P..../*/C/\/u////// 0$0=0V0o0$Ë $Ë$)8./")./"q)H./"L)./"%)./")./"(H./"(./"(8./"v(./"O(./"8(./"(./"Z&0./"0& ./"&./"%@./"% ./"%0./"%(./"e%./"<%0./"%%8./"%./"$./"$./"$@./"t$ ./"X$./"8$0./"$ ./"#0./"#8./"#./"#0./"i#(./"I#./""#./" #./""./"" ./""./"O"./"+" "1!!1!0!0!!0!!!!0  0E ; 009/00KA00+!00001'0~00000 0F-#p.p.p.-..}-k.WUM`- -`X,!, ,.x`,Q-D:020*1 00 00k`.B0&`.00`.0x-T0F-"0-0-0-w0J00RJ ,.-  000 0 0 q0 U0 90 0 0 0 0 0 0 u 0 Y 0 B -  -   0 0  0  0 w 0R 07 - 0 0 0 - 0 0 P.r 0[ -C 0( - 0 0 - 0 - 0 0v P.^ 0C -+ 0 0 - 0 0 0 0 -g 0T 09 -! 0 000:2 ,-000 v0:0D0*000000v0c0SE;0/0000k0cU0M?07)0!0 00 WGK,!+p-SK+--`+- +-*d-G?*!-  & 0g00g0 & 0N00N0 & 050050 & 00~00x s& m00e00_ Z& T0/L0/F A& ;0/30/- (& "0/0/ & 0/0/ & 0/0/ & 0m/0m/ & 0T/0T/ & 0;/0;/ & 0"/0"/~ y& s0 /k0 /e `& Z0.R0.L G& A0.90.3 .& (0. 0. & {0.{0. HD@<840,($   %#!"$ %#!"$00000 0000$0*041?$"rLZ  04 0 0@*#t4&bOC _beam3dDefinition_beam3dEltSetup_beam3dEltStress___i686.get_pc_thunk.bx_Beam3dLocalK_Beam3dLumpedMassMatrix_Beam3dConsistentMassMatrix_Beam3dTransformMatrix_Beam3dEquivNodalForces___i686.get_pc_thunk.cx___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_sqrt_MirrorMatrix_ElementLength_ZeroMatrix_SetupStressMemory_MultiplyMatrices_DestroyMatrix_TransposeMatrix_CreateColumnVector_ResolveHingeConditions_MultiplyAtBA_CreateFullMatrix_error_f.0_eq_local.1_dlocal.2_d.3_ke.4_Tt.5_ke.6_me.7_T.8_Tt.9_equiv.10_result.11_ResolveEndForces #1/12 1200112908 0 0 100644 12996 ` brick.o X4 __text__TEXT" __data__DATA h(+__cstring__TEXT| __bss__DATAP__literal8__TEXT00 !__picsymbolstub2__TEXT`EE؃1E@8E$xE}vE؉D$D$ D$D$E${E}u EVEEEE}v 0UԉЍ VE؍4< MUԉЍA7f(YHTEXEȍ0UԉЍ VE؍4< MUԉЍA7f(YH\EXE0UԉЍ VE؍4< MUԉЍA7f(YHdEXEEԃED$ED$$D$D$$MU؉ЍA4E@MU؉ЍA4E@ MU؉ЍA4E@MU؉ЍA4P@MU؉ЍA4P@MU؉ЍA4P@MU؉ЍA4P @ MU؉ЍA4P(@(MU؉ЍA4P0@0MU؉ЍA4@$E؃cE}vMU؉ЍAxluMU؉ЍA$?MU؉ЍA@pE} vMU؉ЍAEERlUMU؉ЍAEԍ4zlMU؉ЍA4 EԍA7XEUEԃmE؃EEl[^_]ÐUWVS,8uD$$k$E}vHUxM UЍ4IE1HUxMUЍ4IE1H UЍ< MMUЍ4IE1E8HUxMUЍ4IE1HUЍ< M܋MUЍ4IE1E8HUxMUЍ4IE1HUЍ< M؋M UЍ4IE1E8HUxMUЍ4IE1HUxM UЍ4IE1ES,[^_]ÐUWVS|EEE}vE}vU܍2DՈE}vE܉EM܉MuUԉЍ VE܍< |M UԉЍ4IE؍1|9f(Y EDňXMD͈EԃpE܃@E}v2EE}vG}ԋM UԉЍ4IE܍1Df(Y EXEȍEԃ뱋uU؉Ѝ VE܍< xMU؉Ѝ4QE܍ 2Ef(YMXx8E܃E؃;|[^_]UVSP}u } tg E E' E E EG EE}vEčEEEčEEEčEEE}vYg EE؍ EE荓' EEȋu UЍ VEč4 Ef(YM荃OXȍWf(YEf(YM؍OXYEf(YMȍOXY2uUЍ VEč4 M؍Wf(YEf(YMOXEYEXEYEYEYEXY2uUЍ VEč4 M荃Wf(YEf(YMOXEYEXEYEYEYEXY2uUЍ VEč4 MȍWf(YEf(YMOXEYEXEYEYEYEXY2EEă:P[^]ÐUWVS 8u$  E}v/ EEE؍/ EEE/ EEEE}vu UЍ VE4< MUЍA7f(YHTEXE؋u UЍ VE4< MUЍA7f(YH\EXEЋu UЍ VE4< MUЍA7f(YHdEXEȋuUЍ VE4< MUЍA7f(YHTEXEuUЍ VE4< MUЍA7f(YH\EXEuUЍ VE4< MUЍA7f(YHdEXEuUЍ VE4< MUЍA7f(YHTEXEuUЍ VE4< MUЍA7f(YH\EXEuUЍ VE4< MUЍA7f(YHdEXEEEf(YMEYE\f(@Ef(YMEYE\f(HEf(YMEYE\f(PEf(YMEYE\f(`Ef(YMEYE\f(hEf(YMEYE\f(pEf(YMEYE\f(EEf(YMEYE\f(EEf(YMEYE\f(E PEEf(Y@EYHXEYPXE}vuUЍ VE< M UЍ4IE1f(Y@MUЍ4IE1YHXȋMUЍ4IE1YPX HE^8uUЍ VE< M UЍ4IE1f(Y`MUЍ4IE1YhXȋMUЍ4IE1YpX HE^8u UЍ VE< M UЍ4IE1f(YMMUЍ4IE1YEXȋMUЍ4IE1YEX HE^ 8EVET [^_]$ ????????????3Ey3Ey?3Ey?3Ey3Ey3Ey?3Ey?3Ey3Ey3Ey3Ey?3Ey?3Ey3Ey3Ey?3Ey?3Ey3Ey3Ey3Ey3Ey?3Ey?3Ey?3Ey?brickelement %d has 0.0 for Young's modulus (E)element %d has 0.0 for Poisson's ratio (nu)??@⍀@P+⍀+Pni⍀PUP⍀P<7⍀P#⍀P ⍀P⍀P⍀P⍀Pn⍀nPY⍀YPtoD⍀DP[m5Ng$Ë$ ) ) )  ) )X)wX)^X)D )<+ )% HP=HPHPaHAH!PH `;@2)  ` @A@      X       s   ,       O   7 -   %           2] 2' 22222222g22282wf 2Z 2N 2/22\2A02$ 2 2  2 2 222 2 2x2pZ2RD2<+2#2  2 2 2 2 2w2oY2Q4 2. ( , 0 }l7)  $ ( , 0    $ kc E0 .& 0 0 , ( $ v nX P: 2  A, ;3- (, "xx , __ , FF , -- ,  ,  , ~ y, ske `, ZRL G, A93 ., (~ ~ , ee 0,($  #(')$*&+%#(')$*&+%  $ %( +, 10 7AFNY^g o x     ` @ I1 !$za_brickDefinition_brickEltSetup_brickEltStress___i686.get_pc_thunk.bx___i686.get_pc_thunk.axdyld_stub_binding_helper_AllocateNodalStress_PrincipalStresses3D_MultiplyMatrices_SetupStressMemory_CreateColumnVector_ZeroMatrix_IsotropicD_error_CreateFullMatrix_N_dNdxi_dNde_dNdzt_dNdx_dNdy_dNdz_stress.0_d.1_temp.2_weights.3_N.4_dNdxi.5_dNde.6_dNdzt.7_dNdx.8_dNdy.9_dNdz.10_B.11_LocalB_AddContribution_xi_n_e_n_zt_n_xi_points_eta_points_zeta_points_LocalShapeFunctions_jac.12_GlobalShapeFunctions #1/12 1200112910 0 0 100644 11060 ` cst.o   __text__TEXT  __data__DATA @p"__cstring__TEXT__literal8__TEXT@X`__bss__DATA__const__DATA__picsymbolstub2__TEXT"r__la_sym_ptr2__DATAL0&__textcoal_nt__TEXT @`'!(< P &&U(E ED$ ED$ED$E$DU(E ED$ ED$ED$E$UD$E$ÐUD$E$ÐUWVS\ZE EE@HTf.zt$E@D$$]EE@H f.zt$E@D$Z$EE@HDf.zt$E@D$$ESED$E$Eԃ}u E,}uE$aE}uE$2EE}u EE@@DYEEȋEx uuD$$F EЉD$EԉD$E@ $D$ED$E@ D$E@ $BEx0E؉D$E$ E܃}u E؉E-E}vMUЍApMUЍAHE܋PEXMUЍAxMUЍApE܋HEXE>}tWExuuD$$RF}luED$E$ED$E$EE\[^_]ÐUWVSl8uJ$f$PD$$D$E$E؃}u E} uE$E} uE$oEE}u EfEЍfEE}vPEpMUЍA@$PE2MUЍA@,>MUЍAEX@TEЋMUЍAEX@\EȍE4E؉D$E܉D$$D$D$$k@E@E@EE@8E$E@4MЍn^f(BE@4Mȍn^f(B E@4@EE@4@EE@4PfE@4@ EE@4P(fE@4P0fE@4@$E}vMUЍAxluMUЍA$^MUЍA@pE} v~MUЍAEERlUMUЍAE4zlE@4EA7XEUEzE EEl[^_]US}8uD$$N}}$:E@@TEE@@TEE@ @TEЋE@@\EE@@\E؋E@ @\EE\EEE\EEE\EEE\EEE\EEE\EEEf(YMEYEXEYEXȍ YEM f.w'E@D$ $TDžpM f.zt'E@D$Q $DžpGDžttv}PtPtDŰ}PtPtDŐ}P tPtDŐ}P tPtDŰt4 ^Ex D$xD$}D$}$H } t E E}ppĴ[]ÐUVS0_E EE@$) EPE@BDY@Lf(YM ^f(EE}v4EHUЍ4IE1EEă0[^]ÐUWVS 8u$  E# EEȋEx0vE@D$$ EE@@DEE}v1 PE #  EEUE;B0vEUD xt/E@D$UED @D$$ EEUD x t?EUD x t/E@D$UED @D$3 $ EUED @ EUED @E}t}w}t}w/E@D$UED @D$s $. EE;Eu/E@D$UED @D$s $ E}tU EEMUЍA@TEMUЍA@TEMUЍA@\EMUЍA@\EEf(\ME\Ef(YEf(\ME\EYX$]M+ f.s-E@D$ $E EUED @ @E؋UED @@EMEf.zt4EYEf(YM3 ^f(EEM؍S f(f(fTMЍS f(fTf.wEYEf(YM3 f(^E\EYEf(YM; ^f(XEEYEf(YM3 f(^E\EYEf(YMC ^f(XEM؍S f(f(fTMЍS f(fTf.wEYEf(YM3 f(^E\EYEf(YM; ^f(XEEYEf(YM3 f(^E\EYEf(YMC ^f(XEȋEUD x  PEH PEXE PEH PEXE~ PE2 HEXE> PE2 HEXE>E)E$E EEČ[^_]| 0` CSTPlaneStrainCSTPlaneStressCST element %d has 0.0 for Poisson's ratio (nu)CST element %d has 0.0 for Young's modulus (E)CST element %d has 0.0 for thickness (t)incorrect node ordering for element %d (must be ccw)area of element %d is zero, check node numberingcst 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)length of side of element %d is zero to machine precision@?@&y3@@@K⍀P72⍀P⍀P⍀P⍀Pm⍀mPX⍀XPC⍀CP.⍀.Poj⍀PVQ⍀P=8⍀P$⍀P ⍀P⍀P⍀P⍀Pq⍀qP\⍀\Pu!:Sl4Mf$Ë$M M M oM WM /M M M M M ~M PM &M M M M M fM <M M M M ]UM 9xM +E=M M  M L D @M pM M  M w pM h M ` O M I  h   v o^ T oH o* `o Xo o o oU o(  o `o  o `o Xoooqok O1HHH}PVP@ HHlF1)  d7@1e]@?@"@@ uZ*HD@ ww  ^^  EE  ,~,x s me_ Z TLF A ;3- ( "    }} dd KK 22~ y ske ` ZRL G A93 . (    HD@<840,($    !&.3< `  3|L`f0~`  dy8XR_CSTPlaneStrainDefinition_CSTPlaneStrainEltSetup_CSTPlaneStrainEltStress_CSTPlaneStressDefinition_CSTPlaneStressEltSetup_CSTPlaneStressEltStress_CSTElementSetup___i686.get_pc_thunk.bx_CSTElementStress_CSTLocalB_CSTLumpedMassMatrix_CSTEquivNodalForces___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_sqrt_ZeroMatrix_AllocateNodalStress_PrincipalStresses2D_SetupStressMemory_MultiplyMatrices_CreateColumnVector_ScaleMatrix_MultiplyAtBA_CreateFullMatrix_PlaneStressD_PlaneStrainD_error_stress.0_d.1_temp.2_B.3_equiv.4#1/12 1200112914 0 0 100644 8244 ` ctg.o XP>__text__TEXT __data__DATA @\__cstring__TEXT __literal8__TEXT`@<__bss__DATA@__picsymbolstub2__TEXT^| T__la_sym_ptr2__DATA8__textcoal_nt__TEXT6 @| P  UWVS\E EE@HtRf.zt$E@D$ $EE@H|Rf.zt$E@D$$WEiE@HDRf.zt$E@D$R$E&}tFE@Rf.zt$E@D$$EED$E$Eԃ}u EE$XEЃ}u EE@@DYEEȋEx uuD$$F EЉD$EԉD$E@ $RD$ED$E@ D$E@ $qEx0E؉D$E$9E܃}u E؉EE}v`MUЍAxMUЍApE܋HEXE똀}t]ExuuD$$F}luED$E$X}cuED$E$!EE\[^_]ÐUE@8ÐUS$E EEPE@BDYE@Y@Lf(YM4 ^f(EE@$t E@@EE@@EE@@ E$[]ÐUE EÐUS08u.D$$k 00$ 0@E@@t0@E@@|0[]ÐUSU 8uD$$   $ E@@TEE@@TEE@ @TEЋE@@\EE@@\E؋E@ @\EE\EEE\EEE\EEE\EEE\EEE\EEEf(YMEYEXEYEXȍ YEM f.w'E@D$5 $ Džp-M f.zt'E@D$u $} DžpDžttvg Pt tDŨ Pt tDň t뎍 ^Ex D$xD$ D$ $$ } t E E ppĴ[]ÐUWVS{ 8u4$O  D$$  EEx0vE@D$$ EԃE@@DE $E}v1 PE  EEUE;B0vEUD xt/E@D$UED @D$$C EԃUED @ EUED @E}t}w}t}w/E@D$UED @D$[$EԃE;Eu/E@D$UED @D$[$Eԃ}tU EԉEMUЍA@TEȋMUЍA@TEMUЍA@\EMUЍA@\EEf(\ME\Ef(YEf(\ME\EYX$]M f.s-E@D$$E EUED @ @EUED @@EEYEYEf(YM ^f(E؍ PE<2 HEXE> PE<2 HEXE>EYEf(YM ^f(E؍ 0UЍ VE< M UЍ4QE 2Ef(XXE8 0UЍ VE< M UЍ4QE 2Ef(XXE8 0UЍ VE< | UЍ4IE1XE؋|8 0UЍ VE< x UЍ4IE1XE؋x8E* D$E@ D$E@ $fE$BE EEČ[^_] ctgCTG element %d has 0.0 for x-conductivity (Kx)CTG element %d has 0.0 for y-conductivity (Ky)CTG element %d has 0.0 for thickness (t)CTG element %d has 0.0 for heat capacitance (c)incorrect node ordering for element %d (must be ccw)area of element %d is zero, check node numberingctg element %d can have at most three convecting edgesconvection %s does not have 2 nodal values (element %d)incorrect node numbering for convection %s (element %d)length of side of element %d is zero to machine precision@?&y3@@[Y⍀YPGBD⍀DP.)/⍀/P⍀P⍀P⍀P⍀P⍀P⍀Pz⍀Pfa⍀PMHr⍀rP4/]⍀]PH⍀HP*C\u$Ë$i HZ O 1 L L L L` L L L L Lw ; H! H H H ` X < . H @   =#HL`LHH XD@6D*D xpDDd\ >x$xpDDD @m@K@E;@3@+@  mh40 `W7``` d`G? !` Z T2L2F A ;.3.- ( "**  &&  ""  mm  TT  ;;  ""~ y s k e ` Z R L G A93 . (    40,($  `@eDjHsL\C(ty6+:  G9, Y_ctgDefinition_ctgEltSetup_ctgEltStress___i686.get_pc_thunk.bx_CTGLumpedCapacityMatrix_CTGConsistentCapacityMatrix_PlanarConductivity_CTGLocalB_CTGResolveConvection___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_AddMatrices_sqrt_CreateColumnVector_ZeroMatrix_ScaleMatrix_MultiplyAtBA_CreateFullMatrix_error_D.0_B.1_equiv.2_convK.3#1/12 1200112917 0 0 100644 19164 ` htk.o - L- __text__TEXT' l0 __data__DATA'P*@__cstring__TEXT( +__bss__DATAP-h__literal8__TEXT*(-__const__DATA*@-__picsymbolstub2__TEXT+ .@x__la_sym_ptr2__DATA,P0D__textcoal_nt__TEXTD-d0 @E30H P$$) ,E(UVSPE EC-8,D$$,C-D$$,-D$$i,-D$$K,-D$$-,-D$$,-D$$+-D$$+-D$$+-D$$+-EE@H )f.ztE@D$($6+EЃE@HT)f.ztE@D$S($*EЃE@HD)f.ztE@D$($*EЃE@H\)f.ztEP*B\E@H<)f.ztIEPE@H *f(YЋE@HT*X^f(B<}t EЉEE@ E@A;Bu EEEԉD$-D$ -D$C-D$E$)EԉD$-D$ -D$-D$E$=)EԉD$D$-D$-D$ -D$-D$E$(E܋EԉD$D$-D$-D$ -D$-D$E$(EE}vXE؋HE )f.s$E@D$($(EE렋E$'EE$'EEx uuD$ $ K(F E@ $'D$EԉD$-D$ -D$C-D$E$4'EEԉD$E܋@*YD$ ED$ED$E@ $&E}vED$EԉD$ -D$-D$E$s&EEԉD$E؋HED$ ED$ED$E@ $F&EsEx0t7D$ EԉD$-D$E$%EЃ}tEЉE\}tOExuuD$ $ &F}luEԉD$E$o%EԉD$E$[%EẼP[^]ÐUWVS|EEEU9EvEUE;BvU#DըEUE;vEEMMuUЍ VE< MM UЍ4IE1M9f(Y EDŨXMDͨEuE@EU9Ev#EEUE;BvG}M UЍ4IE1Df(Y EXEE묋uUЍ VE< MMUЍ4QE 2Ef(YMXE8EE,|[^_]ÐUWVS$8u$ #$E}v?}uMU䍃!HxDEEE;EvEE;E vE䉅E䉅u UЍ VE4< MUЍA7f(YHTDŨXDŨE䉅 E䉅uUЍ VE4< MUЍA7f(YHTxX xE䉅E䉅u UЍ VE4< MUЍA7f(YH\HXHE䉅E䉅uUЍ VE4< MUЍA7f(YH\XE$PE4 EUDŨf(YEUxYH\f(1EE;E vuUЍ VE< M UЍ4QE 2Uf(YMUЍ4QE 2UYH\f($HE^8uUЍ VE< M UЍ4IE1 K"f(fWEf(YxMUЍ4QE 2UYDըX$HE^8EkE$[^_]ÐUWVSLN E;uN EE}vEEE}vXEEE̍EEЋE PE̍ 6f(\M؍>Yȍ6\EY EPE̍ M؍FXȍ>Y EPE̍ MЍFXȍ>Y E PE̍ 6f(\M؍>f(YMЍ6XY EPE̍ 6f(\M؍>Y EPE̍ Ff(\MЍ>Y E P E̍ M؍6Xȍ>f(YMЍ6XY EP E̍ M؍6Xȍ>Y EP E̍ MЍ6Xȍ>Y E PE̍ M؍6Xȍ>Yȍ6\EY EPE̍ Ff(\M؍>Y EPE̍ 6f(\MЍ>Y }E P EEȋUċE P E̍4:E HE̍7XEȋUEP EEUEP E̍4:EHE̍7XEUEP EEUEP E̍4:EHE̍7XEUEEmL[^_]ÐUWVSL&E;uEE}tEEE}tXEEE̍EE؋E PE̍ ~f(\M؍Yȍ~\EY EPE̍ M؍XȍY EPE̍ MЍXȍY E PE̍ ~f(\M؍f(YMЍ~XY EPE̍ ~f(\M؍Y EPE̍ f(\MЍY E P E̍ M؍~Xȍf(YMЍ~XY EP E̍ M؍~XȍY EP E̍ MЍ~XȍY E PE̍ M؍~XȍYȍ~\EY EPE̍ f(\M؍Y EPE̍ ~f(\MЍY }E P EEȋUċE P E̍4:E HE̍7XEȋUEP EEUEP E̍4:EHE̍7XEUEP EEUEP E̍4:EHE̍7XEUEEmL[^_]ÐUWVS,V8uD$ $$IEE;Ev=HUxMUЍ4IE1HUxMUЍ4IE1HUxM UЍ4IE1 &f(fWHUЍ< MM UЍ4IE1E8E,[^_]UWVS,8uD$ $j$EE;EvSHUxMUЍ4IE1H UxM UЍ4IE1HUЍ< MM UЍ4IE1 f(fWE8H UЍ< M܋MUЍ4IE1 f(fWE8E,[^_]ÐUS$h8u`D$$hh@`h@`dU;Bu hEdE@h@EPE@BDY@MUЍAEX@TEMUЍAEX@\EEZ$ D$EȉD$nD$ jD$D$E$KE؍ZD$ RD$E؉D$E$ V$ E}vfED$EȉD$ D$~D$E$vEԍVD$ RD$EԉD$E܉$i E뒋E@8E$3 E@4EȺRP,$d$]ME^AE@4EȺRP,$d$]ME^A E}vdE@4E4zVHE  f(fWȍf ^f(7E딋E@4P Z@E@4P(Z@l[^_]UWVSlEU E;vU䍃>DըEExt UE;Bv{UE;voEEUUu UЍ VE4< EHE7f(Y EDŨXUDըEoE;EUE;vEUE;BvEPEEUEPE<UMUЍ4QE 2Uf(YLըE8XUEEnEMl[^_]UHE@$(E D$E$]EPE@BDY@Lf(YME RP,$d$]E^f(EEE;E v:EHUAHUEEÐUWVSC8u$ $>EEx0vE@D$c$EE@$@;Et%ED$E@D$$yEE@$x tE@D$$OEEE;EvluEH$UЍADD}v6ELŘEf.uzE@D$#$EE늃}t EEED$E$]ЋE$EE;EvEE;EvHUEHUxM UЍ4QE܍ 2Uf(YL՘XEE܃gEHD$MЍ^f(D$D$$EE;EvJMUЍApHUEEEČ[^_]($2Ey2Ey?htkhtk element %d has 0.0 for Young's modulus (E)htk element %d has 0.0 for Poisson's ratio (nu)htk element %d has 0.0 for thickness (t)det |J| for elt %d is <= 0.0, check distortionhtk element %d has more than one distributed load.htk element %d has a load without %d values.htk element %d has load not in the GlobalZ direction.htk element %d has non-uniform loading.???@????(@?@@⍀P⍀P⍀P⍀P⍀P~⍀Pjeq⍀qPQL\⍀\P83G⍀GP2⍀2P⍀P⍀P⍀P⍀P⍀P⍀Ppk⍀PWR⍀P>9u⍀uP% `⍀`P +&+?+X+q++++++, ,9,R,k,,,,,,$Ë$]'-$+'!'-$'-$&*$&*$s&-$Q&-$#&&%%)$o%g%)$E%=%`)$% % )$$$-$$-$$$-$$% $$}"*b"^"% ."-2"-2!*2!*2!-2!  -2 -2  -2 -2  -2z b -2V -2M < P-20 -2$ -2  -2s-26-2-2*2-2-2-2w-2_N-2B-26-2*-2-2-2-2P-2-2-2y-2qc-2[M-2E4-2.% -, -,-,*,-,-,*,-,c-,>-,#*,x*,x*,w|-,g-,W|-,O-,G.-,(% x-x-x-x-t-x-}t-op*\x-Np*;x-3x-+x- % p-R*Rp-Rv*R/p-Rp-Rp-R}p-Rup-RmTp-RN% 6l-l-*l-@l-l-l-l-l-% ^`*KX*#`*h*X*`*X*`*X*_`*QX* X* `*X*`*h*`*X*TX*=`**X*`*h*`*h*X*y`*fX*>`- `-h-h-% H* {@* SH* @P* @* H* @* H* @* H* @* P@* 9H* +@* H* P* H* @* @* mH* Z@* 2H* $P* H* P* @* H* @* n ' ; '  X- X-  % T-u T-u[ *u T-u T-u8*uT-uwT-uq% }0*v0*vr% P<!- jY- M- '(* P- - - i[<4( * - - - - - |- p- d- O>- 2- &- P- - -  * r* M* 3* * ( * `( *  ( b* H- @*- " - - - - - v- nX- P:P- 2P- % 2 @-,@-,$ 2 <-,<-,$ 2 8-,8-,$ 2 4-,4-,$ 2 0-|,~0-|,x$ s2 m,-c,e,-c,_$ Z2 T(-J,L(-J,F$ A2 ;$-1,3$-1,-$ (2 " -, -,$ 2 -+-+$ 2 -+-+$ 2 -+-+$ 2 -+-+$ 2 -+ -+$ 2 -+-+~$ y2 s-i+k-i+e$ `2 Z-P+R-P+L$ G2 A,7+9,7+3$ .2 (,+ ,+$ 2 ,+,+$ LHD@<840,($  -.+/ ,)!# 0 1*-.+/ ,)!# 0 1*P-- ---#-'-.-6-=-DhUT-\dr'|X- `-h-l-p-Dt-x-&|-7-= K-Q-W-]T"j#-$C D-+ H-'$t[_htkDefinition_htkEltSetup_htkEltStress___i686.get_pc_thunk.bx___i686.get_pc_thunk.axdyld_stub_binding_helper_ScaleMatrix_SetEquivalentForceMemory_ElementArea_SetupStressMemory_MirrorMatrix_CreateColumnVector_ZeroMatrix_error_CreateFullMatrix_N1_dNde1_dNdxi1_dNdx1_dNdy1_N2_dNde2_dNdxi2_dNdx2_dNdy2_AddContribution_jac.0_GlobalShapeFunctions_points.1_prev_shape.2_TwoPointLocalShapeFunctions_points.3_prev_shape.4_OnePointLocalShapeFunctions_B.5_FormBsMatrix_B.6_FormBbMatrix_prev_material.7_D.8_FormDsMatrix_prev_material.9_D.10_FormDbMatrix_d.11_m.12_q.13_MultiplyDBd_HTKLumpedMassMatrix_equiv.14_EquivNodalForces #1/12 1200112920 0 0 100644 15276 ` iso_2d.o " 8" __text__TEXT X%__data__DATA 2__cstring__TEXTq!__bss__DATA@"h__literal8__TEXT@#__const__DATA@ `#__picsymbolstub2__TEXT` #3`__la_sym_ptr2__DATA!@%6__textcoal_nt__TEXT0"P% @7+9 P  6 U(E ED$ ED$ED$E$!U(E ED$ ED$ED$E$y!UD$E$E!ÐUD$E$)!ÐUWVS\ZE E獃!8D$ $ !D$ $ !D$ $ !D$ $ | !D$ $ ^ !$ / !D$$* !D$$ !D$$!E@H Rf.zt$E@D$${E=E@HTRf.zt$E@D$Z$8EE@HDRf.zt$E@D$$E!D$!D$ !D$!D$E$EE@ E@A;Bu1}t$E@D$$oE1E}vE E EEED$EԉD$!D$!D$!D$ !D$!D$E$Eȃ}uE$E}uE$UEE}u EiEE;EvXEȋHE܍ Rf.s$E@D$$FEE܃랋Ex uW}u5uD$$>F E@ E@ @uED$E$F E@ $G!E!EBEE;EvWE܉D$!D$ !D$ED$E$EЃ}u E!!EЋ@EЉD$!$kẺD$!D$!$/EЉD$!D$!$ RD$!PE܍4:EȋHE܍7YD$!D$!$!D$E@ D$E@ $KE܃RD$E@@DD$E@ D$E@ $ }E}vPE}v9EH U܉Ѝ4QE؍ 2R E؃뿍E܃E}vPE}v9EH U܉Ѝ4QE؍ 2R E؃뿍E܃EEă\[^_]UE@8ÐUWVS,8uD$$EE;E viPExMUЍ4IE1PE PEPPEUMUЍ4IE1E8P ExMUЍ4IE1P EU܋MUЍ4IE1E8EE B,[^_]UWVS|28un$ /&$ *$ .$ 2$ "E} v&PE  *PE  .PE  2PE  "PE  EEE;E vEE;E$vwMUЍA<P&PEE܋U؍&PEEԋUЋuUЍ VE4< MUЍA7f(YHTEԋUXE܋U*PEE̋Uȍ*PEEċUuUЍ VE4< MUЍA7f(YHTEċUXE̋U.PEEU.PEEUuUЍ VE4< MUЍA7f(YH\EUXEU2PEEU2PEEUuUЍ VE4< MUЍA7f(YH\EUXEUE|"PEEU&PE4:2HE7f(Y *PE4:.HE7Y\f(EUEE;E$vIMUЍA<uUЍ VEE MuUЍ VE4< 2HE7f(Y uUЍ VE4< .HE7Y\f("HE^EUuUЍ VEE MuUЍ VE4< *HE7f(Y uUЍ VE4< &HE7Y\ȍf(fW"HE^EU\MUЍ4QE 2 MUЍ4QE 2 EEQ"|[^_]ÐUVS0DžE} vmEMUЍA<tEE U;t DžE닃tk 8u EEE} v MEEED$D$E$EE;Er EEEE;Er EEf(\MYȍ\EYEMXȍYM؍XȍY@f(\Mf(YM؍XYEf(\MYf(\M؍YHMXȍf(YM؍XYEMXȍYM؍XȍYPMXȍYȍ\EYEf(\MYf(\M؍YX8u]E@ E@A;Bu?EXEEXPXXP8x$[Ef(YMf(\Ef(YM؍\YEEf(XEf(YM\f(Y0Ef(XEf(YM؍\f(YEE}vMUMЍYDՈ\D͈MU0Y\MUMY8\8E`E0EЍxf(\UEf(YM؍\Yf(\MЍYEEYEf(\U0Y\f(Ef(YM؍Xf(\MY``ExEf(YMf(\M؍XYf(\MЍYEEf(YM\f(\0YMf(fWEYEf(\MY\f(hhExMf(XEf(YM؍\Yf(\MЍYEM؍f(fWEYEf(\0Y\f( Ef(YM؍\f(\MYpp Ex Ef(YM\f(ȍ\EYf(\MЍYEEf(YMXf(\0Y(EYEf(\UMY\f(xx(EEf(XMȍYE\Ef(X(Y\`f(XxY@\@Ef(XMYE\Ef(XY\`f(XhYH\HEf(XMYE\Ef(X Y\hf(XpYP\PEf(XMȍYE\E f(X(Y\pf(XxYX\XE} vM UЍ4QEEE2PEDňMUЍ4QEEE2PEMUЍ4QEEE2PE8ENEPEEEHEESE0[^]` 0| iso2d_PlaneStressiso2d_PlaneStrainisoparametric element %d has 0.0 for Young's modulus (E)isoparametric element %d has 0.0 for Poisson's ratio (nu)isoparametric element %d has 0.0 for thickness (t)triangular isoparametric elt %d has more than 3 unique nodesdet |J| for elt %d is <= 0, check elt distortion???⍀Pv⍀vPnia⍀aPUPL⍀LP<77⍀7P#"⍀"P  ⍀ P⍀P⍀P⍀P⍀P⍀Pto⍀P[Vz⍀zPB=e⍀eP)$P⍀PPm !!5!N!g!!!!!!$Ë$Í|"h0 20 0 0 0 l0 <0 0 0 0 p0 @0 ( 0 0  0 n \ >"( 0  0 P 0 i I 4"( 0 P 0  z0 _ H *" ( 0  0 0 g F 6"(    X    "|"8|""         n ` D -         q c H :    c"Z@0|"|"@""|""|"| ah"F < F  F h"F @ F l"F Fp"F h"F t"F ix"F t"F p"F x"F f l"F J h"F x"F x"F 3 t"F  t"F p"F p"F l"F l"F  F w h"F h  F N x"F ?  F % t"F   F p"F  F l"F h"F  x"F  t"F w p"F o a l"F Y H x"F B  * d"r d"rd"rd"r@d"r2 rd"r  rd"rd"rd"rtd"rn n;* D"D"D"@"D"`"xn`"b\"UK\"2`"*\"T"X"D"D"c)!{H"oL"cP"WT"KX"H"L"P"@"zr@T7/`"\"D"wa@"YKX"C-T"%P"L"H"X" uZ*HD@* ,"!~,"!x s* m("!e("!_ Z* T$"!L$"!F A* ; "!3 "!- (* ""x!"x! * "_!"_! * "F!"F! * "-!"-! * "! "! * " "  * " " ~ y* s" k" e `* Z! R! L G* A! 9! 3 .* (!~ !~  * !e !e  <840,($  "&#'($%) !"&#'($%) !@"D" H"L"P" T"(X"0\"6`">d"Ch"Kl"Up"^t"hx"q|"~"@8 dp& 0" 4"LUr0|9`dW~q>_iso2d_PlaneStressDefinition_iso2d_PlaneStressEltSetup_iso2d_PlaneStressEltStress_iso2d_PlaneStrainDefinition_iso2d_PlaneStrainEltSetup_iso2d_PlaneStrainEltStress_iso2dElementSetup___i686.get_pc_thunk.bx_iso2dElementStress_Iso2dLocalB_GlobalIsoShapeFunctions_LocalIsoShapeFunctions___i686.get_pc_thunk.axdyld_stub_binding_helper_GaussPoints_AddMatrices_ScaleMatrix_MultiplyMatrices_TransposeMatrix_ZeroMatrix_PlaneStrainD_PlaneStressD_error_CreateColumnVector_CreateFullMatrix_weights.0_tempK.1_N.2_dNdxi.3_dNde.4_dNdx.5_dNdy.6_Bt.7_temp.8_B.9_jac.10_dxdxi.11_dxde.12_dydxi.13_dyde.14_numnodes.15_points.16_prev_points.17#1/20 1200112924 0 0 100644 18668 ` iso_quad.o * `* __text__TEXT$ -__data__DATA $@'p<__cstring__TEXT$z'__bss__DATA`*h__literal8__TEXT '`@*__const__DATA' *__picsymbolstub2__TEXT'X*<__la_sym_ptr2__DATA)`- A__textcoal_nt__TEXTX*x- @B;dEp P)A0U(E ED$ ED$ED$E$)UD$E$})ÐUD$E$a)ÐU(E ED$ ED$ED$E$I)UWVS\ZE E獃)8D$$()D$$()D$$()D$$()D$$f()$7()D$$2()D$$()D$$')E@H z&f.zt$E@D$:$$'EE@HTz&f.zt$E@D$z$$@'EE@HDz&f.zt$E@D$$$&EED$)D$)D$)D$ )D$EԉD$E$&EED$EԉD$)D$)D$ )D$)D$E$"&Eȃ}uE$%E}uE$%EE}u EEE;EvXEȋHE܍ z&f.s$E@D$$$%E:E܃랋Ex u9uD$$%F }uE@ E@ @E@ $$)E)EBEE;EvWE܉D$)D$ )D$ED$E$Y$EЃ}u Ei))EЋ@EЉD$)$#ẺD$)D$)$#EЉD$)D$)$#z&D$)PE܍4:EȋHE܍7YD$)D$)$#)D$E@ D$E@ $"E܃z&D$E@@DD$E@ D$E@ $"}E}vPE}v9EH U܉Ѝ4QE؍ 2z& E؃뿍E܃E}vPE}v9EH U܉Ѝ4QE؍ 2z& E؃뿍E܃먀}tLuD$$"F}luED$E$}!}cuED$E$c!Ex0ED$E$+!Eă}u EEEE;EvMU܉ЍApMU܉ЍAHEċPEXMU܉ЍAxMU܉ЍApEċHE܉XE܃E뀍_"Ec"EBUEB8E$EE;Ev ED${"D$ w"D$ED$E$iE؃}u EEEEE;Evk"0UЍ VE4< MUЍA7f(YHTEXEk"0UЍ VE4< MUЍA7f(YH\EXEE>E؉D$E܉D$c"$'_"D$c"D$["$["@EЍ["@Eȍ["@EMUЍA4E@MUЍA4E@ MUЍA4@EMUЍA4@EMUЍA4PMUЍA4@ EMUЍA4P(MUЍA4P0MUЍA4@$EEE;EvMUЍAxluMUЍA$`MUЍA@pE} vMUЍAEERlUMUЍAE4zlMUЍA4 EA7XEUEmEEEČ[^_]ÐUVDE D$E$Z]E@EY@LE@f(YHDE RP,$d$]E^f(EE@$EE;E vVEPEBPEEEPE4JE1EE렃D^]UWVS,F8uD$$,FEE;E viFPExMUЍ4IE1FPE FPEPFPEUMUЍ4IE1E8FP ExMUЍ4IE1FP EU܋MUЍ4IE1E8EFE BF,[^_]UWVS|8un$Gz$1~$$$vE}vzPE  ~PE  PE  PE  vPE  EEE;Ev EE;E v[zPEE܋U؍zPEEԋUЋu UЍ VE4< MUЍA7f(YHTEԋUXE܋U~PEE̋Uȍ~PEEċUuUЍ VE4< MUЍA7f(YHTEċUXE̋UPEEUPEEUu UЍ VE4< MUЍA7f(YH\EUXEUPEEUPEEUuUЍ VE4< MUЍA7f(YH\EUXEUEvPEEUzPE4:HE7f(Y ~PE4:HE7Y\f(EUEE;E vuUЍ VEE Mu UЍ VE4< HE7f(Y uUЍ VE4< HE7Y\f(vHE^EUuUЍ VEE Mu UЍ VE4< ~HE7f(Y uUЍ VE4< zHE7Y\ȍJf(fWvHE^EUE$Ev|[^_]ÐUVS$E@ E@A;Bu Dž< Dž<<;u} u<8E E @D$DD$E $tEE;E rEDEEE;E rEDEdf(\MlYȍd\EYEMtXȍlYPM؍tXȍlYEdf(\Mlf(YM؍dXYEdf(\MlYXtf(\M؍lYEMdXȍlf(YM؍dXYEMdXȍlY`M؍dXȍlYEMdXȍlYȍd\EYEȍtf(\MlYhdf(\M؍lYE<u6EXEE`Xh`EXEEE}vMUЍ4QEE E2PEDŨMUЍ4QEE E2PEHMUЍ4QEE E2PExENEPEE EHE@ErE9<<88[^]ÐUWVS[ 8u$ [ E EEȋEx0vE@D$w$ EE@@DEE}v1[ PE   EEUE;B0vEUD xt/E@D$UED @D$$ EEUD x t?EUD x t/E@D$UED @D$$ EUED @ EUED @E}t}w}t}w/E@D$UED @D$7 $M EE;Eu/E@D$UED @D$7 $ EMUЍA@TEMUЍA@TEMUЍA@\EMUЍA@\EEf(\ME\Ef(YEf(\ME\EYX$]M f.sE@D$w $ E}tU EEUED @ @E؋UED @@EMEf.zt4EYEf(YM ^f(EEM؍' f(f(fTMЍ' f(fTf.wEYEf(YM f(^E\EYEf(YM ^f(XEEYEf(YM f(^E\EYEf(YM ^f(XEM؍' f(f(fTMЍ' f(fTf.wEYEf(YM f(^E\EYEf(YM ^f(XEEYEf(YM f(^E\EYEf(YM ^f(XEȋEUD x [ PEH[ PEXE[ PEH[ PEXE~[ PE2[ HEXE>[ PE2[ HEXE>E8E$E [ EEČ[^_]$0 $hL quad_PlaneStrainquad_PlaneStressisoparametric element %d has 0.0 for Young's modulus (E)isoparametric element %d has 0.0 for Poisson's ratio (nu)isoparametric element %d has 0.0 for thickness (t)det |J| for elt %d is <= 0, check elt distortionquad 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)length of side of element %d is zero to machine precision??&y3@@@[S⍀SPGB>⍀>P.))⍀)P⍀P⍀P⍀P⍀P⍀P⍀Pz⍀Pfa⍀PMHl⍀lP4/W⍀WPB⍀BP-⍀-P⍀P⍀P⍀P⍀P⍀Plg⍀PSN⍀P:5⍀P!p⍀pP''''(*(C(\(u(((((( )$)=)V)o))))))$Ë$$*i##*i#*i|#*id#*i<#*i##*i"*i"*i"x'i"h'i]"p'i3"h'i"'i!'i!x'i!h'is!p'iI!h'i!'i!'i h'i_ W &i; `'i- aY&i*"&i`&ih` &iX'i*i%iX'i*i|k*ie" .*H'@'H'P'@'wH'i@'QH'C@'(H'@'@'H'@'H'P'H'@'n@'WH'D@'1H'#P'H'P'@'H'@'Z*" *6{*6m'6E*6*6*6h*6!*6*6|*6T*6:*6*6*6*6*6*6s*6W*6*6*68'6g*6X8'6>*6/8'6*68'6*68'6*6*6*6}*6ug*6_Q*6I8*62" *b *b*bw*b0*b"0'b *b0'b*b*b*b}d*b^" I!(') (') (') *) *) *)  *) *) *) ~ *) *) *) (')x ` *)T *)3  *) *) *) *)v e *)Y *)M *)A *)#  *) *) *) *)  *) *) *) *)c M 3 *)+  *) *)*)*)*)*)*)n*)fP*)H+*)%"  '7 ' 'd*ud*id**`* ' d***|*|**|*pt*dx*9d**d*$% 'M7#l*p*t*x*h*l*p*`*zr`%T '7/ % '$ '*|*d*wa`*YKx*C-t*%p*l*h*x*" aE*HD@T: NT*)FT*)@! ;: 5P*)-P*)'! ": L*)L*)! : H*)H*)! : D*)D*)! : @*g)@*g)! : <*N)<*N)! : 8*5)8*5)! : 4*)~4*)x! s: m0*)e0*)_! Z: T,*(L,*(F! A: ;(*(3(*(-! (: "$*($*(! :  *( *(! : *(*(! : *m(*m(! : *T(*T(! : *;(*;(! : *"( *"(~! y: s* (k* (e! `: Z*'R*'L! G: A*'9*'3! .: ()' )'! : )')'! \XTPLHD@<840,($  49.-*25 )3/67018+,49.-*25 )3/67018+,`*d*h*l*p*t*x*|***********#*)*1*;*D*N*W*f*(8XTxQ X* \* $70R`$nhLeyBP%6^i_quad_PlaneStrainDefinition_quad_PlaneStrainEltSetup_quad_PlaneStrainEltStress_quad_PlaneStressDefinition_quad_PlaneStressEltSetup_quad_PlaneStressEltStress_QuadElementSetup___i686.get_pc_thunk.bx_QuadElementStress_QuadLumpedMassMatrix_IsoQuadLocalB_GlobalQuadShapeFunctions_LocalQuadShapeFunctions_IsoQuadEquivNodalForces___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_sqrt_GaussPoints_ElementArea_AllocateNodalStress_PrincipalStresses2D_SetupStressMemory_AddMatrices_ScaleMatrix_MultiplyMatrices_TransposeMatrix_ZeroMatrix_PlaneStrainD_PlaneStressD_error_CreateColumnVector_CreateFullMatrix_weights.0_tempK.1_N.2_dNdxi.3_dNde.4_dNdx.5_dNdy.6_Bt.7_temp.8_stress.9_d.10_temp.11_weights.12_N.13_dNdxi.14_dNde.15_dNdx.16_dNdy.17_B.18_jac.19_dxdxi.20_dxde.21_dydxi.22_dyde.23_prev_nodes.24_equiv.25 #1/12 1200112926 0 0 100644 10956 ` misc.o   __text__TEXT  %__data__DATA__bss__DATA__cstring__TEXT__literal8__TEXTPp__const__DATA __picsymbolstub2__TEXT0H%0__la_sym_ptr2__DATA &__textcoal_nt__TEXT @H'$( P'US}w}u EU} t!M UЍ}t!MUЍEE[]ÐUSDtt8uD$$tE@H f.u$z"E@HTf.uzt$E@@TEt@\Et@Et@Et@\Et@ Ef(Xȍ\f(ȍ^f(Ef(Xȍ\f(ȍf.s$E@D$$dEEPMf(XEf(Xȍ\f(YB ^E荃D$ED$tD$t$E@@TE@@ tEED[]USD8uD$$E@THTf.u$z"E@\H f.uz$*E@@TE@l@E@E@l@ lf(\Mt^f(Ef(YMl\f(ȍ|f.s$E@D$$EEPEf(YMl\f(B ^E荃D$ED$D$$q\E@@ TE@@TEED[]ÐUSD8uD$$PE@HTf.u$z"E@ H f.uz$E@@TE@@\E@E@E@E@@\E@E@ E@ E@ @\E@ Ef(Xȍ@\f(ȍHYEf(Xȍ@\f(ȍPf.s$E@D$P$EEPEf(Xȍ@\f(B f(^M@X^f(E荃XD$ED$D$$` E@@ E@@TEED[]ÐUSD8uD$$@E@HTf.u$z"E@ H f.uz$E@@TE@P\E@E@E@E@P\E@E@ E@ E@ P\E@ Ef(XȍP\f(ȍX^f(@(Ef(XȍP\f(ȍX^f(@0Ef(XȍP\f(ȍX^f(Ef(XȍP\f(ȍ`f.s$E@D$@$j EEPMPXB f(^Ef(XȍP\^f(E荃hD$ED$D$$ E@@ E@@TEED[]ÐUS$} uEYEf(YM^f(E؍PE<2HEXE>PE<2HEXE>E;EuqEYEE؍0UЍ VE< MUЍ4IE1XE؋E8 Ef(YM^f(E؍@@Ef(XX@@XE@@XE@@Ef(XXEOD$E@ D$E@ $E$E EE|[^_]` rodRod element %d has 0.0 for x-conductivity (Kx)Rod element %d has 0.0 for cross-sectional area (A)Rod element %d has 0.0 for heat capacitance (c)length of element %d is zero to machine precisionrod element %d can have at most three convecting surfacesconvection %s does not have 2 nodal values (element %d)incorrect node numbering for convection %s (element %d)&y3@@-DT! @@@k⍀PWR⍀P>9⍀P% ⍀P ⍀P⍀P⍀P{⍀{Pf⍀fPQ⍀QPvq<⍀<P]   3 L e ~ $Ë$     t T A !    x o H     p S 9  PH h   ` zQI '     MX  P $P $iH $3    s@ @  8  e8 NF (8        v v   ] ]   D D   + +     ~ y s k e ` Z R L G A 9 3 . (      ($        5 > \Cy +   ._rodDefinition_rodEltSetup_rodEltStress___i686.get_pc_thunk.bx_RodLumpedCapacityMatrix_RodConsistentCapacityMatrix_RodResolveConvection___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_AddMatrices_ZeroMatrix_sqrt_CreateColumnVector_CreateFullMatrix_ElementLength_error_equiv.0_convK.1 #1/12 1200112934 0 0 100644 3460 ` spring.o X__text__TEXT (__data__DATA@ __cstring__TEXT__literal8__TEXT8__const__DATA__picsymbolstub2__TEXT } __la_sym_ptr2__DATAy __textcoal_nt__TEXT @0 P UVS0E ED$E$^]Mf.s$E@D$$EE@H f.zt$E@D$S$EgE@H,f.zt$E@D$$E$EPE@B,Y@ ^EEEx uuD$$(F E@ @EE@ @M荃f(fWE@ @M荃f(fWE@ @E}LExuuD$$wFE@$M}luoEPE@B,Y@Lf(YM^f(EE@@EE@@EEPE@B,Y@Lf(YM^f(EE@@EXE@@EXE@@EE@@EEE܃0[^]USTD$E$M]M؍f.s$E@D$$E)E@E@BT\@T^EEE@@ ^EEЋE@@$EE@@$EEf(YMEYE\EYEȋE@8E$E@4E@E@BTf(XHT^f(AE@4B E@4@EEEăT[]springlength of element %d is zero to machine precisionspring element %d has 0.0 for Young's modulus (E)spring element %d has 0.0 for cros-sectional area (A)&y3@@&y3@x⍀xPc⍀cPN⍀NP9⍀9P|w$⍀$Pc-F_x$Ë$p$N$e] $A$3     _ &  ` q TL  0 "  y ske ` ZpRpL G AW9W3 . (> >  %%    L4#}d_springDefinition_springEltSetup_springEltStress___i686.get_pc_thunk.bx___i686.get_pc_thunk.axdyld_stub_binding_helper_SetupStressMemory_ZeroMatrix_CreateFullMatrix_error_ElementLength#1/12 1200112939 0 0 100644 6124 ` stress.o $ $ __text__TEXT Dh__data__DATA __literal8__TEXT __const__DATA 0__cstring__TEXT __picsymbolstub2__TEXTK k*__la_sym_ptr2__DATA __nl_symbol_ptr__DATA8__textcoal_nt__TEXT< @H P UVSEEEEEEE EE^EEE^EEE^EEEf(YUM Yf(\ȍ ^f(EEXYEf(YUMȍ YYE\M Yf(Xȍ ^f(EEf(YMEYEYE\f(EM f.sEEYEYE$s ݝ``E^$9 ]u(E$= ݝ`` YMM ^f($ ݝ``UYMȍ ^f(\f(u(E$ ݝ`` YMM Xȍ ^f($* ݝ``UYMȍ ^f(\f(u(E$ ݝ`` YMM( Xȍ ^f($ ݝ``UYMȍ ^f(\f(EE$h ݝ``Mp f(fTf(Xȍ0 D$ $ E(M(U(E(Ef(^XE(|E(pM f.w f(w݅p|M(U(Mȍ ^\Eԁİ[^]ÐUSEE؋EEЋEEȋE EE(EE0EEXEXEEEf(YMEYEXEYEXEYE\EYE\EYE\f(EEYEf(YMEXYEYEf(XEYEf(YMEYEYEXEYEYEX\f(EhD$ M-f(fWD$ED$M-f(fWD$$XxD$pD$hD$MD$ $ DždDž\dphf.w Džddxhf.w Džd\hhf.w Dž\\phf.w Dž\d+\`dhE`hE\hEEf(\ME\Ef(YEf(\ME\EYXEf(\ME\EYf(XȍY$]E8EE@EEHEEPE[]UStEEEEE EEf(\ME\EYȍ ^EYEX$:]Ef(XM荃(^f(XEEEf(XM荃(^f(\EEEEEULŨDըf.wEEEDŨE؋EDŨEЍ0EEf(\ME\Ef(YEf(\ME\EYXEf(\ME\EYf(Xȍ8Y$]E8EE@EEHEEPEt[]UWVS,uEP8Љ$F4Ex4u$Ex4tEh4EUE;B8vMUЍ<q4$ >MUЍA4<u$|MUЍA44E@@$lFMUЍA4xu$'MUЍA4xtMUЍA4hE,[^_]ÐUVS Exltou$PFlExlu$ExltEhlE} ~'UE Rl Eу [^]@"@;@K@-DT!@-DT!)@UUUUUU???@@?%g %g %g allocation error setting up stress memory error allocating memory for nodal stresses⍀P⍀P~⍀Pjek⍀kPQLV⍀VP83A⍀AP,⍀,PX q $Ë$ x y  y u   .   . ] U . C *   p 8R h 8` 8` 8X 84 P sYIs? s H s s so <   @  uB    8 (  k ]0 E( 1  ( j;     z          ~ y s  k  e ` Z R L G A 9 3 . ( i i    P  P     Vl .,dC k  ___i686.get_pc_thunk.bx_PrincipalStresses3D_PrincipalStresses2D_SetupStressMemory_AllocateNodalStress___i686.get_pc_thunk.axdyld_stub_binding_helper___sF_Fatal_malloc_fprintf_pow_cos_acos_sqrt_cubic#1/20 1200112943 0 0 100644 17852 ` timoshenko.o ( b( __text__TEXT,! +:__data__DATA@!@`$T=__cstring__TEXT!$__literal8__TEXTX$x'__bss__DATAd(0__const__DATA&@0)__picsymbolstub2__TEXTP&p)l=l__la_sym_ptr2__DATA(H2+@__textcoal_nt__TEXTZ(z+ @A$C  P\A$UVS0E EEE@H K$f.ztE@D$!$'EE@HK$f.ztE@D$!$k'EE@H@@j@B@Q@`b@S@.@@A@@S@F@@BO@;@:@$@@@,@ @@@(@?&y3(@@^@?D@E@4@2@@@@⍀P⍀P~y⍀Pe`~⍀~PLGi⍀iP3.T⍀TP?⍀?P*⍀*P⍀P⍀P⍀P⍀P⍀Pkf⍀PRM⍀P94⍀P m⍀mPX⍀XP]&v&&&&&& '%'>'W'p''''''($Ë$ ( (} (< ((((|(p(j`(S8(%%%0&((`&R%;%((%%%(([%M%6%((%%@&@&W&I%2%0&((%%%t(a(:%,%%((%%%t(a(F%/%@&@&%0&((g%A(.(%((%((r%<4 $#G?# `#"%yq #J%=3(+(# ((( (P%P(P(Pt &P\(PN%P;(P(P  &P(P{(Ps(PkR(PL 5(((((%%\I?(7(/( |(t |(t 0%t x%t p%t h%t \0%t F`%t /X%t |(t &t |(t |(t %t $t $t |$t d|(t A0%t %%t p%t h%t $t `%t `%t |(t w&t `|(t M|(t .0%t x%t p%t h%t 0%t `%t X%t z|(t W0%t @P%t *@%t %t %t %t &t |(t H%t @%t j %t S 8%t ; |(t  0%t  (%t %t %t %t %t &t w |(t \ %t F $t / $t  $t |(t $t $t $t t $t ] $t O $t $t  |(t v |(t p  S x(8M C x(87 x(8 $8 $8  x(8 $8 x(8} $8e x(8W $8D x(8' $8 x(8 $8x(8$8x(8$8x(8~$8kx(8Y$8Ax(83$8 x(8$8"8~$8p[x(8S:x(84 l(Fl(Fl(Fl(FUKl(F?p(F3d(F-#p(Ft(Ft(Fd(Fh(Fh(Fwh(FPh(F)h(Fh(Fh(Ft(Fp(Fl(Fwh(Foad(FYHd(FB #yN/ x$ p$ h$ `$ c[" =X$ X$ `" X$  " X$ ! dX$ ME! 'X$  # V('V(' # R('R(' # N('~N('x s# mJ('eJ('_ Z# TF('LF('F A# ;B('3B('- (# ">(h'>(h' # :(O':(O' # 6(6'6(6' # 2('2(' # .('.(' # *(&*(& # &(&&(&~ y# s"(&k"(&e `# Z(&R(&L G# A(&9(&3 .# ((n& (n& # (U&(U& D@<840,($  !   "!   "bd(lh(ql(vp(~t(x(,|(h ((D(((X Z(@ ^(@!+8I;#[p_timoshenkoDefinition_timoshenkoEltSetup_timoshenkoEltStress___i686.get_pc_thunk.bx___i686.get_pc_thunk.axdyld_stub_binding_helper_SetEquivalentForceMemory_ZeroMatrix_ScaleMatrix_MirrorMatrix_ElementLength_SetupStressMemory_TransposeMatrix_MultiplyMatrices_CreateColumnVector_ResolveHingeConditions_MultiplyAtBA_CreateFullMatrix_error_dlocal.0_d.1_f.2_khat.3_Tt.4_k.5_LocalK_m.6_ConsistentMassMatrix_m.7_LumpedMassMatrix_T.8_TransformMatrix_equiv.9_eq_global.10_Tt.11_EquivNodalForces#1/12 1200112948 0 0 100644 11252 ` truss.o   __text__TEXT  __data__DATA@d&__cstring__TEXT5 __bss__DATA__literal8__TEXT8hX__const__DATA __picsymbolstub2__TEXT|&<__la_sym_ptr2__DATA(\(  __textcoal_nt__TEXT @(@* P  (US4E E8u.D$$p$=D$E$]}lusEPE@B,Y@Lf(YM荃,^f(E@E@EEPE@B,Y@Lf(YM荃4^f(E@EX@EX@E@E4[]ÐUS4\E EEEEEL8uD$$LL$D$E$a]؋E@E@BT\@T^EEE@E@B\\@\^EEE@E@Bd\@d^EEL@EL@EL@EL@ EL@(EL@0EL4[]ÐUST8uJ$$D$$EEEEEEx0tE@D$$NẼE@$xtE@D$ $$ẼD$E$=]Mf.sE@D$l$ẼE@$x tE@D$$ẼEEP$E;BvfEH$UȉЍA<t!EH$UȉЍA<wE@D$$:ẼEȃ늋E@$H E@$P;uE@D$,$Ẽ}tUẺEE@$@ 8u.E@$@ @EE@$@@E=E@$@ 8u,E@$@ @EE@$@@EMEf.zt/Ef(YM^f(EEM荃Lf(f(fTMLf(fTf.wEf(YMf(^E\Ef(YM ^f(XEEf(YMf(^E\Ef(YM^f(XEMLf(f(fTM荃Lf(fTf.wEf(YMf(^E\Ef(YM^f(XEEf(YMf(^E\Ef(YM ^f(XEЍ@E@EE$E D$$D$D$$EEċEăT[]UhE EEEEEE@@$E؋E@@,EȋE@@4EE@@$EЋE@@,EE@@4EEf(YMEYEXEYEXEYE\EYE\EYE\f(EEEEÐUWVSsE E獃w8u4$sD$$wD$E$]MЍf.s$E@D$3$&E Ex uD$$ZF E@H f.zt$E@D$3$E E@H,f.zt$E@D$s$yE EPE@B,Y@ ^EE؋E@E@BT\@T^EEE@E@B\\@\^EEE@E@Bd\@d^EEw@Ew@M؍#f(fWw@M؍#f(fWw@EED$ED$ ED$E$rE̍wD$ẺD$E@ $}ED$ED$ ED$E$]MEYEE}v6E}vE;EuEEEH UAHUpEH UAHUPEf(YUEf(YM\f(YXEH UAHUpEH UAHUPM#f(fWYEYEf(YMXEH UAHUЍ49EH UAHUЍ M#f(fWYEYEf(YMX7EH UAHUpEH UAHUPM#f(fWYEYEf(YMXEH UAHUpEH UAHUPEf(YUEf(YM\f(YXEH UAHUЍ49EH UAHUЍ M#f(fWYEYEf(YMX7EH UЍ4IU1xEH UЍ4IU1PM#f(fWYEYEf(YMXEH UЍ4IU1xEH UЍ4IU1PM#f(fWYEYEf(YMXEH UЍ4IUЍ<41uEH UЍ4IUЍ 1Ef(YUEf(YM\f(YXE8EEExuu$` FEHUЍAEYEYEEHUЍAEYEYEEHUЍAEYEYEEHUЍA4 EHUЍA#f(fWEHUЍA4(EHUЍA#f(fWEHUЍA40EHUЍA#f(fWEx0EȉD$ẺD$E$ss8u EȉEE@HE@Ps@XE@HE@Ps@XE@HE@Ps@XE@HE@Ps@ XE@HE@Ps@(XE@HE@Ps@0X}tdED$E$Eă}u EFExuuD$$#FEĉD$ẺD$E@$<EEĜ[^_]ÐUSt@D$E$]MЍf.s$E@D$$8EE@@ ^EEE@E@BT\@T^EEE@E@B\\@\^EEE@E@Bd\@d^EEED$ED$ ED$E$]MEYEȋE@8E$E@4E@E@BTf(XHT^f(AE@4E@E@B\f(XH\^f(A E@4@EEEăt[]| trusselement %d can only have one distributed loadtruss elt %d does not have 2 nodal values for a distributed loadlength of element %d is zero to machine precisioninvalid direction specified for beam elt %d distributed loadincorrect node numbering for beam elt %d distributed loadincorrect node numbering for elt %d distributed loadtruss element %d has 0.0 for Young's modulus (E)truss element %d has 0.0 for cros-sectional area (A)@@&y3@@@&y3?&y3@;⍀P'"⍀P ⍀P⍀P⍀P⍀Pw⍀wPb⍀bPxsM⍀MP_Z8⍀8PF1Jc|$Ë$r, zH   S     W     w  r  Q  R    | F +  "       p    x } u  W x C    p       ZTKAT5T)T#T TT`TXTfhTAXTTThTXT`TkXTDT-TXTC;T@TT`XT<PT. `T THTTT}oTgVTP 9   n R 2  @   8 ZG= 5 -       tt  [[  BB~ y s)k)e ` ZRL G A93 . (    $   &7<RXakHlI 1 | !za_trussDefinition_trussEltSetup_trussEltStress___i686.get_pc_thunk.bx___i686.get_pc_thunk.axdyld_stub_binding_helper_SetupStressMemory_MultiplyAtBA_MultiplyMatrices_TransposeMatrix_SetEquivalentForceMemory_error_CreateColumnVector_ElementLength_ZeroMatrix_CreateFullMatrix_me.0_TrussMassMatrix_T.1_TrussTransformMatrix_Tt.2_equiv.3_result.4_TrussEquivNodalForces_AxialDisplacement_equiv.5_ke.6