Autodesk (R) Simulation Natural Frequency (Modal) Version 2014.01.00.0025-W64/X64 26-Jul-2013 Copyright (c) 2013, Autodesk, Inc. All rights reserved. DATE: NOVEMBER 4, 2016 TIME: 11:37 AM INPUT MODEL: D:\temp\RBG\Frequency_FEM\Mast.ds_data\5\ds PROGRAM VERSION: 201401000025 alg-win-x64.dll VERSION: 201401000025 agsdb_ar-win-x64.dll VERSION: 201401000025 algconfig-win-x64.dll VERSION: 201401000025 solvercallback-win-x64.dll VERSION: 201401000025 amgsolve.exe VERSION: 360000000 **** Dynamic linear modal analysis **** Nodes | Parts | Loads | Freqs | Mode 13715| 4| 1| 8| 1 **** Model Unit System Settings: -------------------------------------------- Unit System : Custom Force : N Length : mm Time : s Temperature (Absolute) : deg C (K) Thermal Energy : J Voltage : V Current : A Electrical Resistance : ohm Mass : N*s^2/mm -------------------------------------------- Options executed are: NOMIN SUPELM PRTNEQ SUPNOD TRANS MATRIX processing ... **** OPENING TEMPORARY FILES NDYN = 1 **** BEGIN NODAL DATA INPUT 13715 NODES 41073 DOFS **** END NODAL DATA INPUT **** Read 216 MPC's from CST file 216 MPCs (solid/solid to fine mesh part) **** Penalty based MPC method is used **** Begin brick element (TYPE-8) data input **** Part 1 containing 10150 elements 0 ( 0.%) elements **** End input of element part 1 **** Begin brick element (TYPE-8) data input **** Part 2 containing 10408 elements 0 ( 0.%) elements **** End input of element part 2 **** Begin brick element (TYPE-8) data input **** Part 3 containing 5138 elements **** End input of element part 3 **** Begin brick element (TYPE-8) data input **** Part 4 containing 9740 elements **** End input of element part 4 **** EQUATION PARAMETERS total number of equations = 41073 bandwidth = 40572 number of equations in a block = 20537 number of blocks = 2 **** Hard disk file size information for processor: Available hard disk space on current drive = 2921.715 megabytes **** BEGIN MASS INPUT **** END MASS INPUT **** Symbolic Assembly Using the Row-Hits Matrix Profile ... **** Number of equations = 41073 Estimated maximum bandwidth = 1580 Estimated triangle matrix nonzeroes = 9112977 Symbolically assembled nonzeros = 886854 **** Real Sparse Matrix Assembly ... in the upper triangle: number of entries in the profile = 9113193 number of nonzeros = 886845 **** Sparse Matrix Assembled **** Invoking BCSLIB-EXT Sparse Eigensolver ... **** Upper cut-off frequency is not set. Use 1.0D+5 as default **** Sparse Eigenvalue Solving ... **** BEGIN DISPLACEMENT OUTPUT **** END DISPLACEMENT OUTPUT **** Participation Factor Calculation Note: Non-zero rX moments of inertia = 3.254E+09 will be included in calculations. Note: Non-zero rY moments of inertia = 8.703E+07 will be included in calculations. Note: Non-zero rZ moments of inertia = 3.169E+09 will be included in calculations. --------------------------------------------------------------------- Mass available in X direction: 1.4238E+01 Weight available in X direction: 1.3974E+05 Percent used in this direction: 78.51% Modes used in this direction: 6 (2 cut off by 1.00E-06 tolerance) **** Modal Effective Mass & Participation Factor X Direction Mode Frequency Modal eff. mass Cumulative mass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 5.5858E+04 39.97 5.5858E+04 39.97 2.3856E+00 2 1.01899E+1 1.5255E+04 10.92 7.1113E+04 50.89 -1.2467E+00 3 1.64586E+1 0.0000E+00 0.00 7.1113E+04 50.89 0.0000E+00 4 1.70364E+1 1.5047E+01 0.01 7.1128E+04 50.90 3.9155E-02 5 3.56172E+1 7.4974E+01 0.05 7.1203E+04 50.95 8.7402E-02 6 3.68460E+1 0.0000E+00 0.00 7.1203E+04 50.95 0.0000E+00 7 5.57436E+1 3.8461E+04 27.52 1.0966E+05 78.48 -1.9796E+00 8 5.76222E+1 4.3029E+01 0.03 1.0971E+05 78.51 -6.6213E-02 --------------------------------------------------------------------- Mass available in Y direction: 1.4238E+01 Weight available in Y direction: 1.3974E+05 Percent used in this direction: 3.962E+00% Modes used in this direction: 3 (5 cut off by 1.00E-06 tolerance) **** Modal Effective Mass & Participation Factor Y Direction Mode Frequency Modal eff. mass Cumulative mass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 0.0000E+00 0.00 0.0000E+00 0.00 0.0000E+00 2 1.01899E+1 0.0000E+00 0.00 0.0000E+00 0.00 0.0000E+00 3 1.64586E+1 6.1432E+01 0.04 6.1432E+01 0.04 7.9115E-02 4 1.70364E+1 0.0000E+00 0.00 6.1432E+01 0.04 0.0000E+00 5 3.56172E+1 0.0000E+00 0.00 6.1432E+01 0.04 0.0000E+00 6 3.68460E+1 0.0000E+00 0.00 6.1432E+01 0.04 0.0000E+00 7 5.57436E+1 3.5759E+01 0.03 9.7191E+01 0.07 6.0361E-02 8 5.76222E+1 5.4322E+03 3.89 5.5294E+03 3.96 -7.4396E-01 --------------------------------------------------------------------- Mass available in Z direction: 1.4238E+01 Weight available in Z direction: 1.3974E+05 Percent used in this direction: 48.67% Modes used in this direction: 3 (5 cut off by 1.00E-06 tolerance) **** Modal Effective Mass & Participation Factor Z Direction Mode Frequency Modal eff. mass Cumulative mass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 0.0000E+00 0.00 0.0000E+00 0.00 0.0000E+00 2 1.01899E+1 0.0000E+00 0.00 0.0000E+00 0.00 0.0000E+00 3 1.64586E+1 1.2823E+03 0.92 1.2823E+03 0.92 3.6146E-01 4 1.70364E+1 6.6685E+04 47.72 6.7968E+04 48.64 -2.6066E+00 5 3.56172E+1 0.0000E+00 0.00 6.7968E+04 48.64 0.0000E+00 6 3.68460E+1 0.0000E+00 0.00 6.7968E+04 48.64 0.0000E+00 7 5.57436E+1 0.0000E+00 0.00 6.7968E+04 48.64 0.0000E+00 8 5.76222E+1 2.4240E+01 0.02 6.7992E+04 48.65 -4.9697E-02 --------------------------------------------------------------------- Mass moment of inertia available in rX direction: 3.2536E+09 Weight moment of inertia available in rX direction: 3.1932E+13 Percent used in this direction: 42.56% Modes used in this direction: 8 **** Modal Effective Rotational Mass & Participation Factor rX Direction Mode Frequency Modal eff. rmass Cumulative rmass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 1.0863E+09 0.00 1.0863E+09 0.00 3.3269E+02 2 1.01899E+1 8.6804E+08 0.00 1.9543E+09 0.01 -2.9739E+02 3 1.64586E+1 2.6608E+11 0.83 2.6803E+11 0.84 5.2068E+03 4 1.70364E+1 1.3221E+13 41.40 1.3489E+13 42.24 -3.6702E+04 5 3.56172E+1 2.6100E+09 0.01 1.3491E+13 42.25 -5.1569E+02 6 3.68460E+1 1.3756E+09 0.00 1.3493E+13 42.25 3.7438E+02 7 5.57436E+1 6.7255E+08 0.00 1.3493E+13 42.26 2.6177E+02 8 5.76222E+1 9.7592E+10 0.31 1.3591E+13 42.56 -3.1533E+03 --------------------------------------------------------------------- Mass moment of inertia available in rY direction: 8.7032E+07 Weight moment of inertia available in rY direction: 8.5418E+11 Percent used in this direction: 65.41% Modes used in this direction: 8 **** Modal Effective Rotational Mass & Participation Factor rY Direction Mode Frequency Modal eff. rmass Cumulative rmass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 1.4777E+10 1.73 1.4777E+10 1.73 1.2271E+03 2 1.01899E+1 4.4909E+11 52.58 4.6387E+11 54.31 -6.7644E+03 3 1.64586E+1 7.5507E+06 0.00 4.6387E+11 54.31 -2.7737E+01 4 1.70364E+1 3.0961E+09 0.36 4.6697E+11 54.67 -5.6166E+02 5 3.56172E+1 1.3993E+07 0.00 4.6698E+11 54.67 -3.7759E+01 6 3.68460E+1 4.9384E+08 0.06 4.6748E+11 54.73 -2.2431E+02 7 5.57436E+1 9.1172E+10 10.67 5.5865E+11 65.40 -3.0479E+03 8 5.76222E+1 7.4977E+07 0.01 5.5872E+11 65.41 -8.7404E+01 --------------------------------------------------------------------- Mass moment of inertia available in rZ direction: 3.1691E+09 Weight moment of inertia available in rZ direction: 3.1103E+13 Percent used in this direction: 65.01% Modes used in this direction: 8 **** Modal Effective Rotational Mass & Participation Factor rZ Direction Mode Frequency Modal eff. rmass Cumulative rmass Participat. (HZ) (weight) (%) (weight) (%) Factor 1 9.55354E+0 1.0508E+13 33.78 1.0508E+13 33.78 -3.2720E+04 2 1.01899E+1 2.9536E+12 9.50 1.3461E+13 43.28 1.7348E+04 3 1.64586E+1 2.4606E+08 0.00 1.3461E+13 43.28 1.5834E+02 4 1.70364E+1 1.6869E+09 0.01 1.3463E+13 43.28 -4.1459E+02 5 3.56172E+1 4.3133E+12 13.87 1.7776E+13 57.15 -2.0964E+04 6 3.68460E+1 1.7686E+12 5.69 1.9545E+13 62.84 1.3424E+04 7 5.57436E+1 6.7283E+11 2.16 2.0218E+13 65.00 8.2798E+03 8 5.76222E+1 2.5669E+09 0.01 2.0220E+13 65.01 5.1141E+02 --------------------------------------------------------------------- Frequencies = 8 mode circular number frequency frequency period (rad/sec) (Hertz) (sec) ------ ----------- --------- ------ 1 6.0027E+01 9.5535E+00 1.0467E-01 2 6.4025E+01 1.0190E+01 9.8136E-02 3 1.0341E+02 1.6459E+01 6.0759E-02 4 1.0704E+02 1.7036E+01 5.8698E-02 5 2.2379E+02 3.5617E+01 2.8076E-02 6 2.3151E+02 3.6846E+01 2.7140E-02 7 3.5025E+02 5.5744E+01 1.7939E-02 8 3.6205E+02 5.7622E+01 1.7354E-02 Processing completed ... ds.t7 = 2567.211 kilobytes ds.t8 = 642.973 kilobytes ds.t9 = 320.906 kilobytes ds.t10 = 0.000 kilobytes ds.t11 = 0.000 kilobytes ds.t12 = 0.094 kilobytes ds.t13 = 0.000 kilobytes ds.t14 = 0.000 kilobytes ds.t15 = 0.000 kilobytes ds.t50 = 33498.094 kilobytes ds.t51 = 4429.500 kilobytes ds.t52 = 83329.969 kilobytes ds.t54 = 160.465 kilobytes ds.t55 = 3464.238 kilobytes ds.t56 = 6928.477 kilobytes ds.t56 = 6928.477 kilobytes ds.t58 = 0.000 kilobytes total temporary disk storage (megabytes) = 138.936 ds.ml = 9209.645 kilobytes ds.mo = 5143.172 kilobytes **** BEGIN DELETING TEMPORARY FILES **** TEMPORARY FILES DELETED **** END OF SUCCESSFUL EXECUTION **** Total actual hard disk space used = 152.952 megabytes Sub-total elapsed time = 0.206 minutes Autodesk (R) Simulation Stress Calculation Utility Version 2014.01.00.0025-W64/X64 26-Jul-2013 Copyright (c) 2013, Autodesk, Inc. All rights reserved. DATE: NOVEMBER 4, 2016 TIME: 11:37 AM INPUT......D:\temp\RBG\Frequency_FEM\Mast.ds_data\5\ds **** Model Unit System Settings: -------------------------------------------- Unit System : Custom Force : N Length : mm Time : s Temperature (Absolute) : deg C (K) Thermal Energy : J Voltage : V Current : A Electrical Resistance : ohm Mass : N*s^2/mm -------------------------------------------- **** Set No. of LC to be the number of modes, new no.= 8 **** LOAD MULTIPLIERS SET TO 0 FOR DYNAMIC MODEL **** START PROCESSING ELEMENTS **** BEGIN PART 1 TYPE( 8) ELEMENTS 10150 ELEMENTS 7078 (69.%) elements 5030 (49.%) elements 2982 (29.%) elements 1958 (19.%) elements **** BEGIN PART 2 TYPE( 8) ELEMENTS 10408 ELEMENTS 0 ( 0.%) elements **** BEGIN PART 3 TYPE( 8) ELEMENTS 5138 ELEMENTS **** BEGIN PART 4 TYPE( 8) ELEMENTS 9740 ELEMENTS **** FINISHED PROCESSING ELEMENTS **** Hard disk file size information for postprocessor: ds.ns1 = 79731.156 kilobytes ds.st1 = 79731.156 kilobytes Total MKNSO disk space used = 155.72491 megabytes **** MKNSO elapsed time = 0.074 minutes **** The TOTAL elapsed time = 0.280 minutes