Īśķž œD* ,* __text__TEXTQ L-¦€__data__DATA` €|:4__cstring__TEXT€r   __bss__DATA,*__common__DATA@*__picsymbolstub2__TEXTņ&£*<¢€__la_sym_ptr2__DATA•)lµ,,A__nl_symbol_ptr__DATA* $-6__textcoal_nt__TEXT$*D- @üB@üE  P#B>U‰åSƒģčō’’’‹E‰$če)‰Āƒ*‹;uƒ&‰D$‹E‰$č))‰Eė!‹E‰$č)‰Ā‹E‹‰D$‰$č)‰EĒD$ƒ*‹€ˆ‰D$‹E‰$č¬(ƒÄ[]ƐU‰åSƒģ$čh’’’‹E ‰Eģƒ‹%‰EšEė‰EōĒD$Eš‰D$‹Eģ‹@ ‰$čN(ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@$‰$č"(ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@(‰$čö'ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@‰$čŹ'ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@‰$čž'ƒØ)‹¶EėˆB ĒD$Eš‰D$‹Eģ‹@‰$čr'ƒØ)‹¶EėˆB ĒD$Eš‰D$‹Eģ‹@ ‰$čF'ƒØ)‹¶EėˆB ĒD$Eš‰D$‹Eģ‹@‰$č'ƒØ)‹¶EėˆB ĒD$Eš‰D$‹Eģ‹@8‰$čī&ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@4‰$čĀ&ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@0‰$č–&ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@‰$čj&ƒØ)‹¶EėˆBĒD$Eš‰D$‹Eģ‹@,‰$č>&ƒØ)‹¶EėˆB‹Eģ‰$č &ƒÄ$[]ƐU‰åƒģ(‹E ‰Eō‹Eō‹‰$čŃ%ÉƐU‰åƒģ(‹E ‰Eō‹Eō‰$čŠ%‹Uō‹E;B 4 horizontal { 8 ((width ortho_name + width ortho - width text_name) / 2) text_name ((width ortho_name + width ortho - width text_name) / 2) 8 } 4 horizontal { 8 felt 2 felt_name 8 } 4 horizontal { 8 summary 2 summary_name 8 } 4 horizontal { 8 details 2 details_name 8 } 4 horizontal { 8 debug 2 debug_name 8 } 4 horizontal { 8 matrices 2 matrices_name 8 } 8 } separator1 <* +inf -100%> vertical { 4 horizontal { 8 ((width displacements_name + width contour_d - width graphics_name) / 2) graphics_name ((width displacements_name + width contour_d - width graphics_name) / 2) 8 } 4 horizontal { 8 contour_s 2 stresses_name 8 } 4 horizontal { 8 contour_d 2 displacements_name 8 } 4 horizontal { 8 structure 2 structure_name 8 } 4 horizontal { 8 plot 2 plot_name 8 } 4 horizontal { 8 mode_shapes 2 shapes_name 8 } 8 } } separator2 <+inf -100% *> 4 horizontal { 4 help 4 <+inf -100%> solve 4 <+inf -100%> accept 4 <+inf -100%> dismiss 4 } 4 }W0*dE­L|hź­M`@ ą €!)&üŒfelt tabularwireframe structuredisplacement contoursstress contoursline plotmode shapesmaterial summarydebugprint matricesanalysis detailseigen analysistransfer functionsorthonormal mode shapesGraphical Output:Textual Output:Results:felt_namestructure_namedisplacements_namestresses_nameplot_nameshapes_namesummary_namedebug_namematrices_namedetails_nameeigen_nametransfer_nameortho_namegraphics_nametext_nameresults_namelayout Return: AutoRepeat(off) set() Return: AutoRepeat(saved) notify() unset() space: AutoRepeat(off) set() space: AutoRepeat(saved) notify() unset() Escape: SolutionDialogAction(dismiss)Return: SolutionDialogAction(accept) Escape: SolutionDialogAction(dismiss) space: toggle() notify() Ctrlh: SolutionDialogAction(help)Return: SolutionDialogAction(accept) Escape: SolutionDialogAction(dismiss) Ctrlh: SolutionDialogAction(help) space: PostMenu()Use these toggles to control what kinds of output are generated whenever you solve the problem, and if appropriate for the current analysis type, what kind of solution is generated. Solution controls are available for modal analysis (limiting the computations to the eigenvalue problem or specifying that orthonormal mode shapes should be used in constructing modal matrices) and spectral analysis (limiting the computations to transfer functions). Text based output includes the standard FElt output (displacements, stresses, reactions, tabular time-displacement, modal information, modal matrices, tabular frequency-power spectra). The text can also contain a printout of the global stiffness and/or mass and damping matrices, debugging information (what the FElt input file for the problem would look like), and a material usage summary. All textual output will appear in a single window upon solution. Graphical output can include color contour plots of stresses and displacements, plots of the displaced structure, time-displacement plots for transient analysis problems, power spectra plots for spectral analysis, and mode shape plots for modal analysis problems.layout.dismissstateSolutionDialogActiontransferorthoeigenfeltdetailssummarymatricesplotmode_shapesstructurecontour_scontour_dacceptsolvedismisshelpseparator1separator2separator3SolutionDialogAction()č Ł’’‹ž’ā€žPéõŲ’’čšŲ’’‹‰’ā€‰PéÜŲ’’č×Ų’’‹t’ā€tPéĆŲ’’č¾Ų’’‹_’ā€_PéŖŲ’’č„Ų’’‹J’ā€JPé‘Ų’’čŒŲ’’‹5’ā€5PéxŲ’’čsŲ’’‹ ’ā€ Pé_Ų’’čZŲ’’‹ ’ā€ PéFŲ’’čAŲ’’‹ö’ā€öPé-Ų’’č(Ų’’‹į’ā€įPéŲ’’čŲ’’‹Ģ’ā€ĢPéū×’’čö×’’‹·’ā€·Péā×’’čŻ×’’‹¢’ā€¢PéÉ×’’čÄ×’’‹’ā€Pé°×’’č«×’’‹x’ā€xPé—×’’č’×’’‹c’ā€cPé~×’’čy×’’‹N’ā€NPée×’’č`×’’‹9’ā€9PéL×’’čG×’’‹$’ā€$Pé3×’’č.×’’‹’ā€Pé×’’č×’’‹ś’ā€śPé×’’čüÖ’’‹å’ā€åPéčÖ’’čćÖ’’‹Š’ā€ŠPéĻÖ’’čŹÖ’’‹»’ā€»Pé¶Ö’’č±Ö’’‹¦’ā€¦PéÖ’’č˜Ö’’‹‘’ā€‘Pé„Ö’’čÖ’’‹|’ā€|PékÖ’’’&'1'J'c'|'•'®'Ē'ą'ł'(+(D(](v((Ø(Į(Ś(ó( )%)>)W)p)‰)‹$Ƌ$ĆK¢@*”¢@*” ó׬¤*”¦Œ¤*”€¤p”sY¤*”M¤x”@&¤*”¤t” ó¤*”ē¤x”ŚĘ¤<*”Ą¬¤4*”¦’¤4*”Œx¤4*”r^¤8*”XD¤8*”>*¤8*”$¤8*” ö¤8*”šÜ¤8*”Ö¤8*”¼Ø¤8*”¢Ž¤8*”ˆt¤8*”nZ¤8*”T@¤8*”:&¤8*” ¤Ū&” õ¤d”ŲŖ¤*”¤v¤*”pbU3¤0*”%¤”™ ‘ ¤Š&”ƒ ¤*”o ¤@”a Y ¤Å&”K ¤*”7 ¤@”) ! ¤ŗ&” ¤*”’ ¤@”é Ū ¤ ”Ķ ¤*”¹ ¤0”¢ ¤`”œ ¤0”„ r ¤µ&”f ^ ¤­&”P ¤ *”* " ¤§&” ¤ *”ī ę ¤ &”Ų ¤ *”² Ŗ ¤–&”œ ¤*”ˆ ¤P”t l ¤Œ&”^ ¤*”J ¤P”6 . ¤‚&” ¤*” ¤P”ų š ¤v&”ā ¤*”Ī ¤P”ŗ ² ¤q&”¤ ¤*” ¤P”| t ¤h&”f ¤*”R ¤P”> 6 ¤`&”( ¤*” ¤P” ų¤X&”ź¤*”Ö¤P”Āŗ¤ī”¬¤*”˜¤P”„|¤S&”n¤*”Z¤P”F>¤M&”0¤*”¤P”¤G&”ņ¤*”ޤP”ŹĀ¤>&”“¤*” ¤P”Œ„¤E”v¤*”c¤(”P=¤ *”,¤ ” ¢@*”ņ¤ ”ā¤*”ܤ ”Ō¤<*”̤`”ŗ¤4*”²Ø¤X” ¤8*”˜Ž¤\”…v¤ą”p¤(”j`¤,*”ZP¤,*”F¤h”6¤,*”.¤,*” ż×¢@*”PΤ#&”PČ¢¢@*”P™¤#&”P“m¢@*”Pd¤#&”P^8¢@*”P/¤#&”P)¢@*”Pś¤#&”PōĪ¢@*”PŤ#&”P晢@*”P¤#&”PŠd¢@*”P[¤#&”PU/¢@*”P&¤#&”P ś¢@*”Pń¤#&”PėÅ¢@*”P¼¤#&”P¶¢@*”P‡¤#&”P[¢@*”PR¤#&”PL ;+šÜ¢@*”˜Ö°¢@*”˜Ŗ„¢@*”˜~X¢@*”˜R,¢@*”˜&¢@*”˜śŌ¢@*”˜ĪØ¢@*”˜¢|¢@*”˜vP¢@*”˜J$¢@*”˜ų¢@*”˜ņĢ¢@*”˜Ę ¤#&”˜” j¤*” YF6'¤&” ¤ *”         ü ų ō š 7 č 7 ą 7 Ų 7 Ō Š 7 Č Ą 6 ¼ ø 7 |xtplhd`\XTPLHD@<840,($  Ÿ? ™¤ż)”)‘¤ż)”)‹ †? €¤ł)”h)x¤ł)”h)r m? g¤õ)”O)_¤õ)”O)Y T? 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