A three dimensional frame 15 24 % number of joints and number of members % joint x y z r 1 -100 0 0 0 2 100 0 0 0 3 0 70 0 0 4 -100 0 80 0 5 100 0 80 0 6 0 70 80 0 7 -100 0 180 0 8 100 0 180 0 9 0 70 180 0 10 -100 0 310 0 11 100 0 310 0 12 0 70 310 0 13 -100 0 510 0 14 100 0 510 0 15 0 70 510 0 % m j1 j2 Ax Asy Asz Jxx Iyy Izz E G p 1 1 4 100 60 60 500 1000 1000 10000 7000 0 2 2 5 100 60 60 500 1000 1000 10000 7000 0 3 3 6 100 60 60 500 1000 1000 10000 7000 0 4 4 7 100 60 60 500 1000 1000 10000 7000 0 5 5 8 100 60 60 500 1000 1000 10000 7000 0 6 6 9 100 60 60 500 1000 1000 10000 7000 0 7 7 10 100 60 60 500 1000 1000 10000 7000 0 8 8 11 100 60 60 500 1000 1000 10000 7000 0 9 9 12 100 60 60 500 1000 1000 10000 7000 0 10 10 13 100 60 60 500 1000 1000 10000 7000 0 11 11 14 100 60 60 500 1000 1000 10000 7000 0 12 12 15 100 60 60 500 1000 1000 10000 7000 0 13 4 5 100 60 60 500 1000 1000 10000 7000 0 14 5 6 100 60 60 500 1000 1000 10000 7000 0 15 6 4 100 60 60 500 1000 1000 10000 7000 0 16 7 8 100 60 60 500 1000 1000 10000 7000 0 17 8 9 100 60 60 500 1000 1000 10000 7000 0 18 9 7 100 60 60 500 1000 1000 10000 7000 0 19 10 11 100 60 60 500 1000 1000 10000 7000 0 20 11 12 100 60 60 500 1000 1000 10000 7000 0 21 12 10 100 60 60 500 1000 1000 10000 7000 0 22 13 14 100 60 60 500 1000 1000 10000 7000 0 23 14 15 100 60 60 500 1000 1000 10000 7000 0 24 15 13 100 60 60 500 1000 1000 10000 7000 0 1 % 1: include shear deformation 1 % 1: include geometric stiffness /tmp/exG-msh % mesh data file name exG.plt % plot file name 2.0 % exaggerate mesh deformations 1 % 1: stiffness analysis, 0: data check only 1 % number of loaded joints % J Fx Fy Fz Mxx Myy Mzz 15 0 200 0 0 0 0 12 % number of distributed loads % j wx wy wz 13 0 0 -2.361 14 0 0 -2.361 15 0 0 -2.361 16 0 0 -2.361 17 0 0 -2.361 18 0 0 -2.361 19 0 0 -2.361 20 0 0 -2.361 21 0 0 -2.361 22 0 0 -2.361 23 0 0 -2.361 24 0 0 -2.361 0 % number of internal concentrated loads 0 % number of members with temperature loads 3 % number of joints with reactions % J x y z xx yy zz 1= fixed, 0=free 1 1 1 1 1 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 0 % number of joints with support settlements 4 % number of desired dynamic modes of vibration 1 % 1: subspace Jacobi 2: Stodola 0 % 0: consistent mass ... 1: lumped mass matrix /tmp/exG-m % mode shape data file 1e-6 % mode shape tolerance 0.0 % shift value ... for unrestrained structures 1 3e-7 0 % bar numbers, density, and extra mass 2 3e-7 0 3 3e-7 0 4 3e-7 0 5 3e-7 0 6 3e-7 0 7 3e-7 0 8 3e-7 0 9 3e-7 0 10 3e-7 0 11 3e-7 0 12 3e-7 0 13 3e-7 0 14 3e-7 0 15 3e-7 0 16 3e-7 0 17 3e-7 0 18 3e-7 0 19 3e-7 0 20 3e-7 0 21 3e-7 0 22 3e-7 0 23 3e-7 0 24 3e-7 0 0 % number of joints with extra mass or inertia % j M Ixx Iyy Izz - joints and concentrated mass and inertia 4 % number of modes to animate 1 2 3 4 % modes to animate 1 % pan during animation ________________________________________________________________________________ FRAME3DD version: 20080314 http://www.duke.edu/~hpgavin/frame/ GPL Copyright (C) 1992-2008, Henri P. Gavin FRAME3DD is distributed in the hope that it will be useful but with no warranty. For details see the GNU Public Licence: http://www.fsf.org/copyleft/gpl.html ________________________________________________________________________________ A three dimensional frame Fri Mar 14 12:44:16 2008 ________________________________________________________________________________ JOINTS: 15 MEMBERS: 24 FIXED JOINTS: 3 PRESCRIBED DISPLACEMENTS: 0 JOINT LOADS: 1 UNIFORM MEMBER LOADS: 12 CONCENTRATED MEMBER LOADS: 0 For 2D problems, the Y-axis is vertical. For 3D problems, the Z-axis is vertical. ________________________________________________________________________________ J O I N T D A T A R E S T R A I N T S Joint X Y Z radius Fx Fy Fz Mx My Mz 1 -100.000000 0.000000 0.000000 0.000 1 1 1 1 1 1 2 100.000000 0.000000 0.000000 0.000 1 1 1 1 1 1 3 0.000000 70.000000 0.000000 0.000 1 1 1 1 1 1 4 -100.000000 0.000000 80.000000 0.000 0 0 0 0 0 0 5 100.000000 0.000000 80.000000 0.000 0 0 0 0 0 0 6 0.000000 70.000000 80.000000 0.000 0 0 0 0 0 0 7 -100.000000 0.000000 180.000000 0.000 0 0 0 0 0 0 8 100.000000 0.000000 180.000000 0.000 0 0 0 0 0 0 9 0.000000 70.000000 180.000000 0.000 0 0 0 0 0 0 10 -100.000000 0.000000 310.000000 0.000 0 0 0 0 0 0 11 100.000000 0.000000 310.000000 0.000 0 0 0 0 0 0 12 0.000000 70.000000 310.000000 0.000 0 0 0 0 0 0 13 -100.000000 0.000000 510.000000 0.000 0 0 0 0 0 0 14 100.000000 0.000000 510.000000 0.000 0 0 0 0 0 0 15 0.000000 70.000000 510.000000 0.000 0 0 0 0 0 0 M E M B E R D A T A (local) Member J1 J2 Ax Asy Asz Jxx Iyy Izz E G roll 1 1 4 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 2 2 5 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 3 3 6 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 4 4 7 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 5 5 8 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 6 6 9 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 7 7 10 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 8 8 11 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 9 9 12 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 10 10 13 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 11 11 14 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 12 12 15 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 13 4 5 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 14 5 6 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 15 6 4 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 16 7 8 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 17 8 9 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 18 9 7 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 19 10 11 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 20 11 12 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 21 12 10 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 22 13 14 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 23 14 15 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 24 15 13 100.0 60.0 60.0 500.0 1000.0 1000.0 10000.0 7000.0 0 Include shear deformations. Include geometric stiffness. J O I N T L O A D S + E Q U I V A L E N T J O I N T L O A D S (global) Joint Fx Fy Fz Mxx Myy Mzz 4 0.000 0.000 -380.198 -1681.148 10271.640 0.000 5 0.000 0.000 -380.198 -1681.148 -10271.640 0.000 6 0.000 0.000 -288.197 3362.296 0.000 0.000 7 0.000 0.000 -380.198 -1681.148 10271.640 0.000 8 0.000 0.000 -380.198 -1681.148 -10271.640 0.000 9 0.000 0.000 -288.197 3362.296 0.000 0.000 10 0.000 0.000 -380.198 -1681.148 10271.640 0.000 11 0.000 0.000 -380.198 -1681.148 -10271.640 0.000 12 0.000 0.000 -288.197 3362.296 0.000 0.000 13 0.000 0.000 -380.198 -1681.148 10271.640 0.000 14 0.000 0.000 -380.198 -1681.148 -10271.640 0.000 15 0.000 200.000 -288.197 3362.296 0.000 0.000 U N I F O R M M E M B E R L O A D S (local) Member Wx Wy Wz 13 0.00000000 0.00000000 -2.36100000 14 0.00000000 0.00000000 -2.36100000 15 0.00000000 0.00000000 -2.36100000 16 0.00000000 0.00000000 -2.36100000 17 0.00000000 0.00000000 -2.36100000 18 0.00000000 0.00000000 -2.36100000 19 0.00000000 0.00000000 -2.36100000 20 0.00000000 0.00000000 -2.36100000 21 0.00000000 0.00000000 -2.36100000 22 0.00000000 0.00000000 -2.36100000 23 0.00000000 0.00000000 -2.36100000 24 0.00000000 0.00000000 -2.36100000 E L A S T I C S T I F F N E S S A N A L Y S I S via L D L' decomposition J O I N T D I S P L A C E M E N T S (global) Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot 4 0.000518 2.556165 -0.023994 -0.054464 0.000726 -0.000046 5 -0.000518 2.556165 -0.023994 -0.054464 -0.000726 0.000046 6 0.0 2.548302 -0.288618 -0.044599 0.0 0.0 7 0.002870 10.955855 -0.036915 -0.094791 -0.006141 0.000033 8 -0.002870 10.955855 -0.036915 -0.094791 0.006141 -0.000033 9 0.0 10.958399 -0.578196 -0.079161 0.0 0.0 10 0.000974 27.045015 -0.048380 -0.120219 -0.012993 0.000108 11 -0.000974 27.045015 -0.048380 -0.120219 0.012993 -0.000108 12 0.0 27.057952 -0.828383 -0.097824 0.0 0.0 13 0.006767 54.937399 -0.070315 -0.100357 -0.008600 0.000303 14 -0.006767 54.937399 -0.070315 -0.100357 0.008600 -0.000303 15 0.0 54.973108 -0.994375 -0.057784 0.0 0.0 M E M B E R E N D F O R C E S (local) Member Joint Nx Vy Vz Txx Myy Mzz 1 1 299.923c -74.876 -6.383 2.017 165.916 -10077.469 1 4 -299.923c 74.876 6.383 -2.017 344.548 3320.750 2 2 299.923c -74.876 6.383 -2.017 -165.916 -10077.469 2 5 -299.923c 74.876 -6.383 2.017 -344.548 3320.750 3 3 3607.723c -50.248 0.0 0.0 0.0 -11108.943 3 6 -3607.723c 50.248 0.0 0.0 0.0 -2104.496 4 4 129.210c -98.229 31.791 -2.772 -910.370 -9443.349 4 7 -129.210c 98.229 -31.791 2.772 -2268.987 -1464.871 5 5 129.210c -98.229 -31.791 2.772 910.370 -9443.349 5 8 -129.210c 98.229 31.791 -2.772 2268.987 -1464.871 6 6 2895.781c -3.542 0.0 0.0 0.0 -14976.137 6 9 -2895.781c 3.542 0.0 0.0 0.0 -9731.857 7 7 88.195c -102.330 66.539 -2.004 -3804.406 -9292.657 7 10 -88.195c 102.330 -66.539 2.004 -4845.540 -5429.243 8 8 88.195c -102.330 -66.539 2.004 3804.406 -9292.657 8 11 -88.195c 102.330 66.539 -2.004 4845.540 -5429.243 9 9 1924.517c 4.660 0.0 0.0 0.0 -16235.531 9 12 -1924.517c -4.660 0.0 0.0 0.0 -14142.489 10 10 109.673c -70.975 32.010 -3.412 -3412.905 -7670.240 10 13 -109.673c 70.975 -32.010 3.412 -2989.645 -9583.763 11 11 109.673c -70.975 -32.010 3.412 3412.905 -7670.240 11 14 -109.673c 70.975 32.010 -3.412 2989.645 -9583.763 12 12 829.961c -58.050 0.0 0.0 0.0 -15941.125 12 15 -829.961c 58.050 0.0 0.0 0.0 -18837.427 13 4 5.184c 0.0 236.100 0.0 -7797.511 -4.602 13 5 -5.184c 0.0 236.100 0.0 7797.511 4.602 14 5 40.420c -0.213 -65.459 219.785 10362.588 -9.390 14 6 -40.420c 0.213 353.656 -219.785 15206.510 -16.905 15 6 40.420c 0.213 353.656 -219.785 -15206.510 16.905 15 4 -40.420c -0.213 -65.459 219.785 -10362.588 9.390 16 7 28.698c 0.0 236.100 0.0 -8478.213 3.278 16 8 -28.698c 0.0 236.100 0.0 8478.213 -3.278 17 8 7.309c 0.110 -195.094 468.118 18090.177 4.046 17 9 -7.309c -0.110 483.291 -468.118 23309.616 9.463 18 9 7.309c -0.110 483.291 -468.118 -23309.616 -9.463 18 7 -7.309c 0.110 -195.094 468.118 -18090.177 -4.046 19 10 9.736c 0.0 236.100 0.0 -9165.120 10.717 19 11 -9.736c 0.0 236.100 0.0 9165.120 -10.717 20 11 -54.242t 0.303 -257.573 739.699 21786.001 9.309 20 12 54.242t -0.303 545.770 -739.699 27286.602 27.044 21 12 -54.242t -0.303 545.770 -739.699 -27286.602 -27.044 21 10 54.242t 0.303 -257.573 739.699 -21786.001 -9.309 22 13 67.669c 0.0 236.100 0.0 -8710.617 29.569 22 14 -67.669c 0.0 236.100 0.0 8710.617 -29.569 23 14 -122.342t 0.986 -126.439 1141.466 15081.155 32.980 23 15 122.342t -0.986 414.636 -1141.466 18055.244 83.298 24 15 -122.342t -0.986 414.636 -1141.466 -18055.244 -83.298 24 13 122.342t 0.986 -126.439 1141.466 -15081.155 -32.980 R E A C T I O N S (global) Joint Fx Fy Fz Mxx Myy Mzz 1 6.383 -74.876 299.923 10077.469 165.916 2.017 2 -6.383 -74.876 299.923 10077.469 -165.916 -2.017 3 0.0 -50.248 3607.723 11108.943 0.0 0.0 R M S E Q U I L I B R I U M E R R O R: 2.412e-04 M O D A L A N A L Y S I S R E S U L T S Total Mass: 9.919573e-02 Structural Mass: 9.919573e-02 J O I N T M A S S E S (diagonal of the mass matrix) (global) Joint X-mass Y-mass Z-mass X-inrta Y-inrta Z-inrta 1 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 2 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 3 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 9.35022e+01 4 5.28132e-03 5.56045e-03 5.39348e-03 6.25794e-01 3.08696e+00 2.82725e+00 5 5.28132e-03 5.56045e-03 5.39348e-03 6.25794e-01 3.08696e+00 2.82725e+00 6 4.54882e-03 4.64634e-03 4.52622e-03 7.92387e-01 1.14729e+00 1.05807e+00 7 5.83673e-03 6.11586e-03 5.89348e-03 1.10922e+00 3.57039e+00 2.82975e+00 8 5.83673e-03 6.11586e-03 5.89348e-03 1.10922e+00 3.57039e+00 2.82975e+00 9 5.10423e-03 5.20175e-03 5.02622e-03 1.27582e+00 1.63071e+00 1.06057e+00 10 6.94921e-03 7.22834e-03 6.89348e-03 3.11322e+00 5.57439e+00 2.83475e+00 11 6.94921e-03 7.22834e-03 6.89348e-03 3.11322e+00 5.57439e+00 2.83475e+00 12 6.21672e-03 6.31423e-03 6.02622e-03 3.27982e+00 3.63471e+00 1.06557e+00 13 5.49787e-03 5.77700e-03 5.59348e-03 2.48031e+00 4.94147e+00 2.82825e+00 14 5.49787e-03 5.77700e-03 5.59348e-03 2.48031e+00 4.94147e+00 2.82825e+00 15 4.76538e-03 4.86289e-03 4.72622e-03 2.64690e+00 3.00180e+00 1.05907e+00 Use consistent mass matrix. N A T U R A L F R E Q U E N C I E S & M A S S N O R M A L I Z E D M O D E S H A P E S convergence tolerance: 1.000e-06 MODE 1: f= 1.624893 Hz, T= 0.615425 sec X- modal participation factor = 2.9600e-14 Y- modal participation factor = 2.5141e-01 Z- modal participation factor = 1.7968e-03 Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 4 2.303e-04 3.286e-01 9.617e-03 -6.797e-03 -8.916e-04 7.893e-06 5 -2.303e-04 3.286e-01 9.617e-03 -6.797e-03 8.916e-04 -7.893e-06 6 4.407e-12 3.278e-01 -1.928e-02 -6.101e-03 3.624e-14 -5.812e-14 7 6.423e-06 1.350e+00 1.919e-02 -1.094e-02 -1.648e-03 4.710e-05 8 -6.423e-06 1.350e+00 1.919e-02 -1.094e-02 1.648e-03 -4.710e-05 9 6.649e-12 1.350e+00 -3.846e-02 -9.614e-03 -2.465e-14 -8.284e-14 10 -5.933e-05 3.087e+00 2.676e-02 -1.192e-02 -2.184e-03 1.086e-04 11 5.933e-05 3.087e+00 2.676e-02 -1.192e-02 2.184e-03 -1.086e-04 12 -5.938e-12 3.089e+00 -5.361e-02 -1.016e-02 -2.116e-14 6.616e-14 13 -4.243e-04 5.610e+00 3.083e-02 -8.792e-03 -2.422e-03 1.753e-04 14 4.243e-04 5.610e+00 3.083e-02 -8.792e-03 2.422e-03 -1.753e-04 15 3.191e-12 5.610e+00 -6.175e-02 -6.303e-03 5.818e-15 -6.019e-14 MODE 2: f= 2.932488 Hz, T= 0.341007 sec X- modal participation factor = -2.2239e-01 Y- modal participation factor = 3.2940e-12 Z- modal participation factor = -3.9588e-12 Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 4 -4.063e-01 2.792e-01 -1.189e-02 -6.187e-03 -6.294e-03 -2.958e-03 5 -4.063e-01 -2.792e-01 1.189e-02 6.187e-03 -6.294e-03 -2.958e-03 6 -2.102e-01 2.024e-10 -3.264e-12 -1.518e-12 -3.066e-03 -2.934e-03 7 -1.466e+00 1.039e+00 -2.338e-02 -8.629e-03 -8.646e-03 -1.038e-02 8 -1.466e+00 -1.039e+00 2.338e-02 8.629e-03 -8.646e-03 -1.038e-02 9 -7.387e-01 -2.569e-11 -6.701e-12 4.692e-12 -4.264e-03 -1.048e-02 10 -3.159e+00 2.148e+00 -3.236e-02 -8.460e-03 -8.572e-03 -2.127e-02 11 -3.159e+00 -2.148e+00 3.236e-02 8.460e-03 -8.572e-03 -2.127e-02 12 -1.656e+00 -6.115e-11 -1.174e-11 -9.049e-12 -4.791e-03 -2.154e-02 13 -5.594e+00 3.426e+00 -3.686e-02 -4.855e-03 -4.462e-03 -3.377e-02 14 -5.594e+00 -3.426e+00 3.686e-02 4.855e-03 -4.462e-03 -3.377e-02 15 -3.197e+00 -4.522e-11 -2.235e-11 1.440e-11 -2.859e-03 -3.429e-02 MODE 3: f= 3.666268 Hz, T= 0.272757 sec X- modal participation factor = 1.2170e-01 Y- modal participation factor = 2.4238e-10 Z- modal participation factor = -2.6039e-10 Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 4 7.555e-02 5.519e-01 1.248e-02 -9.903e-03 -1.453e-04 -5.817e-03 5 7.555e-02 -5.519e-01 -1.248e-02 9.903e-03 -1.453e-04 -5.817e-03 6 4.616e-01 1.538e-08 -1.796e-10 -8.300e-11 5.806e-03 -5.737e-03 7 2.388e-01 1.962e+00 2.417e-02 -1.294e-02 -1.306e-04 -1.963e-02 8 2.388e-01 -1.962e+00 -2.417e-02 1.294e-02 -1.306e-04 -1.963e-02 9 1.613e+00 -2.708e-09 -3.518e-10 2.378e-10 7.367e-03 -1.969e-02 10 6.105e-01 3.953e+00 3.285e-02 -1.114e-02 5.413e-04 -3.920e-02 11 6.105e-01 -3.953e+00 -3.285e-02 1.114e-02 5.413e-04 -3.920e-02 12 3.378e+00 -5.067e-09 -6.630e-10 -2.701e-10 6.673e-03 -3.945e-02 13 1.464e+00 6.103e+00 3.676e-02 -4.283e-03 7.178e-04 -6.036e-02 14 1.464e+00 -6.103e+00 -3.676e-02 4.283e-03 7.178e-04 -6.036e-02 15 5.736e+00 -5.239e-09 -1.163e-09 5.005e-10 2.699e-03 -6.077e-02 MODE 4: f= 5.869413 Hz, T= 0.170375 sec X- modal participation factor = 6.0896e-08 Y- modal participation factor = 1.3164e-01 Z- modal participation factor = -2.0427e-03 Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot 1 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 2 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 3 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 4 4.640e-04 1.221e+00 -1.637e-04 -2.216e-02 -3.508e-03 5.441e-04 5 -4.629e-04 1.221e+00 -1.637e-04 -2.216e-02 3.508e-03 -5.442e-04 6 5.361e-06 1.221e+00 1.054e-04 -1.970e-02 4.420e-08 -7.016e-08 7 -1.172e-03 3.674e+00 -8.748e-03 -1.575e-02 -3.265e-03 1.514e-03 8 1.174e-03 3.674e+00 -8.748e-03 -1.575e-02 3.265e-03 -1.514e-03 9 8.122e-06 3.679e+00 1.693e-02 -1.352e-02 -2.952e-08 -9.908e-08 10 -1.004e-03 3.726e+00 -2.741e-02 1.721e-02 3.398e-03 1.459e-03 11 1.002e-03 3.726e+00 -2.741e-02 1.721e-02 -3.398e-03 -1.459e-03 12 -7.060e-06 3.727e+00 5.369e-02 1.532e-02 -2.514e-08 8.352e-08 13 7.516e-04 -4.208e+00 -4.447e-02 3.445e-02 1.180e-02 -1.670e-03 14 -7.524e-04 -4.208e+00 -4.447e-02 3.445e-02 -1.180e-02 1.670e-03 15 4.185e-06 -4.209e+00 8.711e-02 2.293e-02 7.387e-09 -6.777e-08 M A T R I X I T E R A T I O N S: 5 There are 4 modes below 5.869413 Hz. ... All 4 modes were found.