npi = 11 ------------------------------------------------------- Matrix D 0.13461539D+04 0.57692313D+03 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.13461539D+04 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.57692313D+03 0.13461539D+04 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 Diagonal of stiff 0.763699E+03 0.330527E+02 0.226600E+02 0.226600E+02 0.763699E+03 0.226600E+02 0.330527E+02 0.226600E+02 0.763699E+03 0.226600E+02 0.226600E+02 0.330527E+02 0.307973E+03 0.234306E+02 0.728527E+01 0.728527E+01 0.993710E+02 0.953911E+01 0.991385E+01 0.382318E+01 0.993710E+02 0.953911E+01 0.382318E+01 0.991385E+01 0.993710E+02 0.991385E+01 0.953911E+01 0.382318E+01 0.307973E+03 0.728527E+01 0.234306E+02 0.728527E+01 0.993710E+02 0.382318E+01 0.953911E+01 0.991385E+01 0.993710E+02 0.991385E+01 0.382318E+01 0.953911E+01 0.993710E+02 0.382318E+01 0.991385E+01 0.953911E+01 0.307973E+03 0.728527E+01 0.728527E+01 0.234306E+02 Eigenvalues -0.00000 -0.00000 -0.00000 -0.00000 0.00000 0.00000 0.13613 0.13613 0.24666 0.28035 0.28035 0.37561 0.48580 0.48580 0.76125 1.03917 1.03917 1.11398 1.70339 1.72111 1.72111 1.82250 2.01266 2.01266 2.23530 2.23530 3.39672 3.39672 4.00769 5.48319 6.71158 8.42375 8.42375 10.51262 11.98290 11.98290 19.35647 21.79805 21.79805 27.57506 38.10329 38.10329 143.19540 143.19540 246.53360 710.52577 710.52577 2083.14315 Tetrahedron loaded by unit forces along the axes det = 2.1894433054575816E+24 Vector x 0.000000E+00 -0.175225E-01 -0.524099E-02 -0.524099E-02 0.000000E+00 -0.524099E-02 -0.175225E-01 -0.524099E-02 0.000000E+00 -0.524099E-02 -0.524099E-02 -0.175225E-01 -0.357422E-01 -0.906645E-01 0.458267E-01 0.458267E-01 0.000000E+00 0.356970E-01 0.949449E-03 0.100524E-01 0.000000E+00 0.356970E-01 0.100523E-01 0.949448E-03 0.000000E+00 0.949449E-03 0.356970E-01 0.100523E-01 -0.357422E-01 0.458267E-01 -0.906645E-01 0.458267E-01 0.000000E+00 0.100524E-01 0.356970E-01 0.949450E-03 0.000000E+00 0.949449E-03 0.100523E-01 0.356970E-01 0.000000E+00 0.100524E-01 0.949449E-03 0.356970E-01 -0.357422E-01 0.458267E-01 0.458267E-01 -0.906645E-01 npi = 14 ------------------------------------------------------- Matrix D 0.13461539D+04 0.57692313D+03 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.13461539D+04 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.57692313D+03 0.13461539D+04 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 Diagonal of stiff 0.727931E+03 0.299447E+02 0.210058E+02 0.210058E+02 0.727931E+03 0.210058E+02 0.299447E+02 0.210058E+02 0.727931E+03 0.210058E+02 0.210058E+02 0.299447E+02 0.325380E+03 0.279428E+02 0.802089E+01 0.802089E+01 0.103788E+03 0.106892E+02 0.105562E+02 0.412874E+01 0.103788E+03 0.106892E+02 0.412874E+01 0.105562E+02 0.103788E+03 0.105562E+02 0.106892E+02 0.412874E+01 0.325380E+03 0.802089E+01 0.279428E+02 0.802089E+01 0.103788E+03 0.412874E+01 0.106892E+02 0.105562E+02 0.103788E+03 0.105562E+02 0.412874E+01 0.106892E+02 0.103788E+03 0.412874E+01 0.105562E+02 0.106892E+02 0.325380E+03 0.802089E+01 0.802089E+01 0.279428E+02 Eigenvalues -0.00000 -0.00000 -0.00000 0.00000 0.00000 0.00000 0.29683 0.29683 0.47657 0.49199 0.62113 0.62113 1.10802 1.38077 1.38077 1.95631 1.95631 2.33682 2.33682 2.46722 2.75456 2.75456 2.76315 3.00402 3.00402 3.32730 4.44256 4.44256 5.90748 6.19387 8.07104 8.07104 8.94183 9.42072 12.29941 12.29941 22.96073 22.96073 23.51407 26.61621 49.95571 49.95571 164.85361 164.85361 272.59212 750.03688 750.03690 1868.96700 Tetrahedron loaded by unit forces along the axes det = 8.676785205842098E+29 Vector x 0.000000E+00 -0.832060E-02 -0.473294E-02 -0.473294E-02 0.000000E+00 -0.473294E-02 -0.832060E-02 -0.473294E-02 0.000000E+00 -0.473294E-02 -0.473294E-02 -0.832060E-02 -0.291012E-01 -0.684905E-01 0.252314E-01 0.252314E-01 0.000000E+00 0.165594E-01 0.957393E-02 -0.264246E-03 0.000000E+00 0.165594E-01 -0.264248E-03 0.957393E-02 0.000000E+00 0.957393E-02 0.165594E-01 -0.264247E-03 -0.291012E-01 0.252314E-01 -0.684905E-01 0.252314E-01 0.000000E+00 -0.264245E-03 0.165594E-01 0.957393E-02 0.000000E+00 0.957393E-02 -0.264248E-03 0.165594E-01 0.000000E+00 -0.264245E-03 0.957393E-02 0.165594E-01 -0.291012E-01 0.252314E-01 0.252314E-01 -0.684905E-01 npi = 15 ------------------------------------------------------- Matrix D 0.13461539D+04 0.57692313D+03 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.13461539D+04 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.57692313D+03 0.13461539D+04 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 Diagonal of stiff 0.655591E+03 0.255861E+02 0.180969E+02 0.180969E+02 0.655591E+03 0.180969E+02 0.255861E+02 0.180969E+02 0.655591E+03 0.180969E+02 0.180969E+02 0.255861E+02 0.306797E+03 0.244272E+02 0.787718E+01 0.787718E+01 0.966944E+02 0.923878E+01 0.104304E+02 0.406926E+01 0.966944E+02 0.923878E+01 0.406926E+01 0.104304E+02 0.966944E+02 0.104304E+02 0.923878E+01 0.406926E+01 0.306797E+03 0.787718E+01 0.244272E+02 0.787718E+01 0.966944E+02 0.406926E+01 0.923878E+01 0.104304E+02 0.966944E+02 0.104304E+02 0.406926E+01 0.923878E+01 0.966944E+02 0.406926E+01 0.104304E+02 0.923878E+01 0.306797E+03 0.787718E+01 0.787718E+01 0.244272E+02 Eigenvalues -0.00000 -0.00000 -0.00000 -0.00000 0.00000 0.00000 0.24706 0.24706 0.41468 0.47434 0.54189 0.54189 0.76860 0.79739 0.79739 1.71782 1.71782 2.03000 2.03000 2.30173 2.30173 2.32057 2.56186 2.85598 2.85598 3.50480 4.06334 4.06334 5.50731 5.61986 7.32110 7.32110 7.60583 9.08033 11.39276 11.39276 19.90964 20.65854 20.65854 24.36466 39.74765 39.74765 161.88498 161.88498 274.89849 628.12893 628.12893 1791.23452 Tetrahedron loaded by unit forces along the axes det = 4.159904508639729E+27 Vector x 0.000000E+00 -0.880058E-02 -0.451682E-02 -0.451682E-02 0.000000E+00 -0.451682E-02 -0.880058E-02 -0.451682E-02 0.000000E+00 -0.451682E-02 -0.451682E-02 -0.880058E-02 -0.292324E-01 -0.720431E-01 0.227110E-01 0.227110E-01 0.000000E+00 0.137289E-01 0.801811E-02 -0.214374E-02 0.000000E+00 0.137289E-01 -0.214374E-02 0.801811E-02 0.000000E+00 0.801811E-02 0.137289E-01 -0.214374E-02 -0.292324E-01 0.227110E-01 -0.720431E-01 0.227110E-01 0.000000E+00 -0.214374E-02 0.137289E-01 0.801811E-02 0.000000E+00 0.801811E-02 -0.214374E-02 0.137289E-01 0.000000E+00 -0.214374E-02 0.801811E-02 0.137289E-01 -0.292324E-01 0.227110E-01 0.227110E-01 -0.720431E-01 npi = 24 ------------------------------------------------------- Matrix D 0.13461539D+04 0.57692313D+03 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.13461539D+04 0.57692313D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.57692313D+03 0.57692313D+03 0.13461539D+04 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.00000000D+00 0.38461538D+03 Diagonal of stiff 0.631337E+03 0.254431E+02 0.173454E+02 0.173454E+02 0.631337E+03 0.173454E+02 0.254431E+02 0.173454E+02 0.631337E+03 0.173454E+02 0.173454E+02 0.254431E+02 0.300187E+03 0.236416E+02 0.779580E+01 0.779580E+01 0.919876E+02 0.830975E+01 0.108201E+02 0.413892E+01 0.919876E+02 0.830975E+01 0.413892E+01 0.108201E+02 0.919876E+02 0.108201E+02 0.830975E+01 0.413892E+01 0.300187E+03 0.779580E+01 0.236416E+02 0.779580E+01 0.919876E+02 0.413892E+01 0.830975E+01 0.108201E+02 0.919876E+02 0.108201E+02 0.413892E+01 0.830975E+01 0.919876E+02 0.413892E+01 0.108201E+02 0.830975E+01 0.300187E+03 0.779580E+01 0.779580E+01 0.236416E+02 Eigenvalues -0.00000 -0.00000 0.00000 0.00000 0.00000 0.00000 0.24026 0.24026 0.36383 0.44569 0.57643 0.57643 0.99161 0.99161 1.13578 1.92305 1.92457 1.92457 2.27456 2.27456 2.51324 2.61144 2.61144 2.94877 3.03810 3.03810 4.10083 4.10083 5.19798 5.75237 7.46978 7.46978 7.86493 9.46044 10.49695 10.49695 20.37992 21.57366 21.57366 24.11551 38.09201 38.09201 156.00756 156.00756 258.60587 630.66515 630.66515 1683.37785 Tetrahedron loaded by unit forces along the axes det = 1.125489838034885E+28 Vector x 0.000000E+00 -0.863750E-02 -0.456682E-02 -0.456682E-02 0.000000E+00 -0.456682E-02 -0.863750E-02 -0.456682E-02 0.000000E+00 -0.456682E-02 -0.456682E-02 -0.863750E-02 -0.292889E-01 -0.676108E-01 0.276478E-01 0.276478E-01 0.000000E+00 0.166993E-01 0.100513E-01 -0.197902E-02 0.000000E+00 0.166993E-01 -0.197902E-02 0.100513E-01 0.000000E+00 0.100513E-01 0.166993E-01 -0.197902E-02 -0.292889E-01 0.276478E-01 -0.676108E-01 0.276478E-01 0.000000E+00 -0.197902E-02 0.166993E-01 0.100513E-01 0.000000E+00 0.100513E-01 -0.197902E-02 0.166993E-01 0.000000E+00 -0.197902E-02 0.100513E-01 0.166993E-01 -0.292889E-01 0.276478E-01 0.276478E-01 -0.676108E-01