1 THIS PROGRAM IS CONFIDENTIAL AND A TRADE SECRET OF MSC.SOFTWARE CORPORATION. THE RECEIPT OR POSSESSION OF THIS PROGRAM DOES NOT CONVEY ANY RIGHTS TO REPRODUCE OR DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE, OR SELL ANYTHING HEREIN, IN WHOLE OR IN PART, WITHOUT THE SPECIFIC WRITTEN CONSENT OF MSC.SOFTWARE CORPORATION. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * MSC.SOFTWARE * * * * CORP * * * * * * * * M S C . N a s t r a n * * * * * * * * VERSION - 2001.0.1 * * * * * * * * APR 9, 2001 * * * * * * * * * * * * Silicon Graphics * * * * * * * * MODEL R10000/360 (parrot) * * * * * * * * IRIX64 6.5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 Welcome to MSC.Nastran 2001 --------------------------- Thank you for choosing MSC.Nastran, the industry standard in FEA. Version 2001 implements a number of industry-leading, and often-requested new features, many of which are listed below. Version-specific online documentation is available at: http://www.mechsolutions.com/support/documentation/index.html MSC.Nastran online technical support is available at: http://www.mechsolutions.com/support/prod_support/nastran/index.html Also at the technical support location is a searchable list of technical application notes and the current error/avoidance list. Please don't hesitate to contact your nearest technical support representative any time we can be of assistance. http://www.mechsolutions.com/about/locate/index.html Design Optimimzation: o Discrete variable optimization - can also be combined with continuous variables o Automatic support for FREQ3, FREQ4, and FREQ5 entries - forcing frequencies are also updated as the design progresses o Improved dynamic response optimization support - includes a number of new DEQATN equations, and support for direct reference on DRESP1 and DRESP2 entries o Support for random responses Dynamics: o Direct Enforced Motion - Allows direct application of displacements, velocities, or accelerations without the need for large masses or Lagrange multipliers in solutions 108, 109, 111, and 112 o Direct definition of dynamic loads - allows direct specification of static load sets on dynamic load entries, eliminating the need for LOADSET/LSEQ data o OMODES Case Control command - Output specification according to mode number, rather than frequency range 1 Elements, and Element Diagnostics: o ELSUM case control command for element property summaries - provides mass and weight summaries o GEOMCHECK Executive Control command - provides direct control over element diagnostics and warning levels o PARAM, OMID - selects material coordinate system output for shell element force, stress, and strain o PCOMP "MEM" and "BEND" options - membrane- or bending-only options for composites to facilitate rapid design studies o Symmetric integration for p-element tetrahedral elements Model Checkout and Diagnostics: o Expanded force summary output (OLOAD, SPC forces, MPC forces, etc.), with forces given on a component-by-component basis Nonlinear Analysis: o TET10 elements now in solutions 106 and 129 o Grid point force support in nonlinear analysis Numerical Analysis and Parallel Processing: o Parallel Lanczos (Geometric Domain Decomposition) o Parallel Automated Component Mode Synthesis (automated substructuring to split the model across cpu's) Documentation: o Version-specific updates: - Quick Reference Guide - Installation, Configuration, and Operations Guide o New or updated for 2001: - DMAP Programmer's Guide - Numerical Analysis User's Guide This "news" information can be turned off by setting "news=no" in the runtime configuration (RC) file. The "news" keyword can be set in the system RC file for global, or multi-user control, and in a local file for local control. Individual jobs can be controlled by setting news to yes or no on the command line. The news file alone can be viewed with the command "msc2001 nastran news". 1 JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 1 0 N A S T R A N F I L E A N D S Y S T E M P A R A M E T E R E C H O 0 NASTRAN SYSTEM(303)=1 $ MSC.NASTRAN 2001 R1 NASTRAN BUFFSIZE=8193 $(/APPS_PARROT/MSC/CONF/NAST2001RC[3]) 1 JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 2 0 N A S T R A N E X E C U T I V E C O N T R O L E C H O 0 ID SINE,TEST SOL 111 TIME 10 CEND 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 3 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT 0 C A S E C O N T R O L E C H O COMMAND COUNT 1 $ 2 TITLE = SINE VIBRATION EXAMPLE MODEL 3 SUBTITLE = 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 4 LABEL = Y-DIRECTION SINE INPUT 5 $ 6 ECHO = NONE 7 $ 8 SPC = 1 9 METHOD = 1 10 DLOAD = 10 11 SDAMPING = 20 12 FREQ = 40 13 $ 14 SET 99 = 101, 149 15 $ 16 ACCELERATION(SORT2,PRINT,PUNCH,PHASE) = 99 17 $ 18 OUTPUT(XYPLOT) 19 XYPEAK,XYPUNCH,ACCE/ 101(T2),149(T2) 20 $ 21 BEGIN BULK 0 INPUT BULK DATA ENTRY COUNT = 133 0 TOTAL COUNT= 119 M O D E L S U M M A R Y NUMBER OF GRID POINTS = 49 NUMBER OF CBAR ELEMENTS = 48 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 4 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT O U T P U T F R O M G R I D P O I N T W E I G H T G E N E R A T O R 0 REFERENCE POINT = 0 M O * 9.567806E-03 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 * * 0.000000E+00 9.567806E-03 0.000000E+00 0.000000E+00 0.000000E+00 2.296273E-01 * * 0.000000E+00 0.000000E+00 9.567806E-03 0.000000E+00 -2.296273E-01 0.000000E+00 * * 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 * * 0.000000E+00 0.000000E+00 -2.296273E-01 0.000000E+00 7.349669E+00 0.000000E+00 * * 0.000000E+00 2.296273E-01 0.000000E+00 0.000000E+00 0.000000E+00 7.349669E+00 * S * 1.000000E+00 0.000000E+00 0.000000E+00 * * 0.000000E+00 1.000000E+00 0.000000E+00 * * 0.000000E+00 0.000000E+00 1.000000E+00 * DIRECTION MASS AXIS SYSTEM (S) MASS X-C.G. Y-C.G. Z-C.G. X 9.567806E-03 0.000000E+00 0.000000E+00 0.000000E+00 Y 9.567806E-03 2.400000E+01 0.000000E+00 0.000000E+00 Z 9.567806E-03 2.400000E+01 0.000000E+00 0.000000E+00 I(S) * 0.000000E+00 0.000000E+00 0.000000E+00 * * 0.000000E+00 1.838613E+00 0.000000E+00 * * 0.000000E+00 0.000000E+00 1.838613E+00 * I(Q) * 0.000000E+00 * * 1.838613E+00 * * 1.838613E+00 * Q * 1.000000E+00 0.000000E+00 0.000000E+00 * * 0.000000E+00 1.000000E+00 0.000000E+00 * * 0.000000E+00 0.000000E+00 1.000000E+00 * 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 5 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 6 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT 0 RESULTANTS ABOUT ORIGIN OF SUPERELEMENT BASIC COORDINATE SYSTEM IN SUPERELEMENT BASIC SYSTEM COORDINATES. 0 OLOAD RESULTANT SUBCASE/ LOAD DAREA ID TYPE T1 T2 T3 R1 R2 R3 0 11 FX 0.000000E+00 ---- ---- ---- 0.000000E+00 0.000000E+00 FY ---- 0.000000E+00 ---- 0.000000E+00 ---- 0.000000E+00 FZ ---- ---- 0.000000E+00 0.000000E+00 0.000000E+00 ---- MX ---- ---- ---- 0.000000E+00 ---- ---- MY ---- ---- ---- ---- 0.000000E+00 ---- MZ ---- ---- ---- ---- ---- 0.000000E+00 TOTALS 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 *** SYSTEM INFORMATION MESSAGE 6916 (DFMSYN) DECOMP ORDERING METHOD CHOSEN: BEND, ORDERING METHOD USED: BEND *** USER INFORMATION MESSAGE 5010 (LNCILD) STURM SEQUENCE DATA FOR EIGENVALUE EXTRACTION. TRIAL EIGENVALUE = 9.869604D+06, CYCLES = 5.000000D+02 NUMBER OF EIGENVALUES BELOW THIS VALUE = 8 *** USER INFORMATION MESSAGE 5010 (LNCILD) STURM SEQUENCE DATA FOR EIGENVALUE EXTRACTION. TRIAL EIGENVALUE = -9.903628D+06, CYCLES = -5.008611D+02 NUMBER OF EIGENVALUES BELOW THIS VALUE = 0 TABLE OF SHIFTS: (LNNRIGL) SHIFT # SHIFT VALUE FREQUENCY, CYCLES # EIGENVALUES BELOW # NEW EIGENVALUES FOUND 1. 9.8696040E+06 4.9999997E+02 8 0 2. -9.9036280E+06 -5.0086105E+02 0 8 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 7 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT 0 E I G E N V A L U E A N A L Y S I S S U M M A R Y (READ MODULE) BLOCK SIZE USED ...................... 7 NUMBER OF DECOMPOSITIONS ............. 2 NUMBER OF ROOTS FOUND ................ 8 NUMBER OF SOLVES REQUIRED ............ 8 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 8 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT R E A L E I G E N V A L U E S MODE EXTRACTION EIGENVALUE RADIANS CYCLES GENERALIZED GENERALIZED NO. ORDER MASS STIFFNESS 1 1 5.673224E+03 7.532081E+01 1.198768E+01 1.000000E+00 5.673224E+03 2 2 5.673224E+03 7.532081E+01 1.198768E+01 1.000000E+00 5.673224E+03 3 3 2.220890E+05 4.712632E+02 7.500386E+01 1.000000E+00 2.220890E+05 4 4 2.220890E+05 4.712632E+02 7.500386E+01 1.000000E+00 2.220890E+05 5 5 1.733352E+06 1.316568E+03 2.095384E+02 1.000000E+00 1.733352E+06 6 6 1.733352E+06 1.316568E+03 2.095384E+02 1.000000E+00 1.733352E+06 7 7 6.614887E+06 2.571942E+03 4.093373E+02 1.000000E+00 6.614887E+06 8 8 6.614888E+06 2.571942E+03 4.093373E+02 1.000000E+00 6.614888E+06 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 9 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT *** USER INFORMATION MESSAGE 7559 (FRRD1A) THIS FREQUENCY RESPONSE ANALYSIS INVOLVES THE FOLLOWING TYPES OF EXCITATION -- * ENFORCED ACCELERATION USING SPC / SPCD DATA *** USER INFORMATION MESSAGE 5222 (SQFREQ) UN COUPLED SOLUTION ALGORITHM USED. 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 10 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.000000E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.109742E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.000000E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.219484E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.329226E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.000000E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.438968E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.548710E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.000000E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.658452E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9.768194E+00 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.087794E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.198768E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 11 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.898948E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.599127E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.299307E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.999487E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 12 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.699667E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.399847E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.100026E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 6.599999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 13 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 6.800000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.500386E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7.799999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.200000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.399999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.799999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 8.995214E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9.000000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9.199999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9.400000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 14 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 9.600000E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9.799999E+01 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.000000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.020000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.040000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.049004E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.060000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.080000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.100000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.120000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.140000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.160000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.180000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.198487E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.200000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.220000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 15 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.240000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.260000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.280000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.300000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.320000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.340000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.347970E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.360000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.380000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.400000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.420000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.440000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.460000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.480000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.497453E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.500000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 16 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.520000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.540000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.560000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.580000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.600000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.620000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.640000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.646935E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.660000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.680000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.700000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.720000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.740000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.760000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.780000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.796418E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 17 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.800000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.820000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.840000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.860000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.880000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.900000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.920000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.940000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.945901E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.960000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1.980000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.000000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.020000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.040000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.060000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.080000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 18 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.095384E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.100000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.120000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.140000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.160000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.180000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.200000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.220000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.240000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.260000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.280000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.300000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.317382E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.320000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.340000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.360000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 19 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.380000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.400000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.420000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.440000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.460000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.480000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.500000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.520000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.539381E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.540000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.560000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.580000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.600000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.620000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.640000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.660000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 20 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.680000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.700000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.720000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.740000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.760000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.761380E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.780000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.800000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.820000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.840000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.860000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.880000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.900000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.920000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.940000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.960000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 21 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.980000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2.983379E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.000000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.020000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.040000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.060000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.080000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.100000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.120000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.140000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.160000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.180000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.200000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.205378E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.220000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.240000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 22 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 3.260000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.280000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.300000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.320000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.340000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.360000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.380000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.400000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.420000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.427377E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.440000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.460000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.480000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.500000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.520000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.540000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 23 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 3.560000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.580000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.600000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.620000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.640000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.649376E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.660000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.680000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.700000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.720000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.740000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.760000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.780000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.800000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.820000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.840000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 24 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 3.860000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.871374E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.880000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.900000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.920000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.940000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.960000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 3.980000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.000000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.020000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.040000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.060000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.080000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.093373E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.100000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.120000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 25 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.140000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.160000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.180000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.194109E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.200000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.220000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.240000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.260000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.280000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.294846E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.300000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.320000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.340000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.360000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.380000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.395582E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 26 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.400000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.420000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.440000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.460000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.480000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.496319E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.500000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.520000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.540000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.560000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.580000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.597055E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.600000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.620000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.640000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.660000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 27 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.680000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.697791E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.700000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.720000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.740000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.760000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.780000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.798528E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.800000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.820000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.840000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.860000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.880000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.899264E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.900000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.920000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 28 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 101 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.940000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.960000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 4.980000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.000000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 5.020000E+02 G 0.0 2.500000E-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 29 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 2.000000E+00 G 4.345413E-17 2.221159E-01 1.012504E-12 0.0 3.272628E-15 1.007428E-02 181.9821 358.3475 178.8464 0.0 351.0273 180.8535 0 3.109742E+00 G 3.963935E-17 2.388943E-01 1.406906E-12 0.0 1.447238E-14 9.613853E-03 183.6875 357.3896 178.2196 0.0 355.5177 181.5473 0 4.000000E+00 G 3.502847E-17 2.593850E-01 1.322254E-12 0.0 1.189495E-14 9.052319E-03 185.9450 356.5729 177.8896 0.0 354.0833 182.3873 0 4.219484E+00 G 3.364268E-17 2.656025E-01 1.594272E-12 0.0 1.960717E-14 8.882208E-03 186.7291 356.3617 177.5441 0.0 354.8061 182.6585 0 5.329226E+00 G 2.486839E-17 3.060393E-01 1.306064E-12 0.0 1.111663E-14 7.781213E-03 193.8963 355.2028 176.5029 0.0 349.5468 184.7431 0 6.000000E+00 G 1.814013E-17 3.399080E-01 1.676096E-12 0.0 2.145047E-14 6.870727E-03 205.2376 354.3958 175.3910 0.0 350.5392 187.1033 0 6.438968E+00 G 1.373590E-17 3.673210E-01 2.017210E-12 0.0 3.094574E-14 6.146837E-03 222.2194 353.8026 176.1952 0.0 353.6092 189.6192 0 7.548710E+00 G 1.904025E-17 4.637839E-01 1.459199E-12 0.0 1.477881E-14 3.819285E-03 307.5652 351.9419 171.0340 0.0 336.4429 207.0088 0 8.000000E+00 G 3.060483E-17 5.194165E-01 1.846755E-12 0.0 2.515929E-14 2.895396E-03 321.7871 350.9572 171.8185 0.0 344.3601 229.5403 0 8.658452E+00 G 5.538418E-17 6.282840E-01 2.400477E-12 0.0 3.998995E-14 3.423685E-03 330.2827 349.1216 172.1463 0.0 347.9579 288.3291 0 9.768194E+00 G 1.321664E-16 9.536485E-01 3.163912E-12 0.0 6.013868E-14 1.213054E-02 332.4924 343.9140 163.1267 0.0 336.4059 322.3734 0 1.000000E+01 G 1.584996E-16 1.063987E+00 5.248189E-12 0.0 1.186844E-13 1.539086E-02 331.6735 342.1759 164.3336 0.0 341.3912 323.4611 0 1.087794E+01 G 3.385420E-16 1.807759E+00 6.741169E-12 0.0 1.571670E-13 3.810492E-02 322.2707 330.2063 153.5896 0.0 330.0184 317.8669 0 1.198768E+01 G 9.116273E-16 3.915089E+00 1.360275E-11 0.0 3.590482E-13 1.140779E-01 261.3991 267.2829 89.3838 0.0 265.7012 258.8248 0 1.200000E+01 G 9.132896E-16 3.914057E+00 1.498069E-11 0.0 3.989733E-13 1.143875E-01 260.2390 266.1046 88.2395 0.0 264.9336 257.6771 0 1.400000E+01 G 3.680984E-16 1.203061E+00 3.476639E-12 0.0 1.131089E-13 5.099174E-02 191.1989 194.8893 17.2860 0.0 193.7811 189.7194 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 30 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.600000E+01 G 2.492892E-16 6.811446E-01 1.371531E-12 0.0 5.783486E-14 3.653418E-02 184.2438 186.6328 9.1866 0.0 185.4102 183.0706 0 1.800000E+01 G 2.075490E-16 5.011920E-01 1.161128E-12 0.0 5.349559E-14 3.161389E-02 182.1226 183.6220 6.3986 0.0 183.4711 181.0180 0 1.898948E+01 G 1.957535E-16 4.511294E-01 1.100714E-12 0.0 5.221394E-14 3.029016E-02 181.5707 182.7199 4.3203 0.0 182.1690 180.4592 0 2.000000E+01 G 1.867874E-16 4.135610E-01 9.804848E-13 0.0 4.909054E-14 2.933038E-02 181.1682 182.0021 4.4047 0.0 182.1031 180.0326 0 2.200000E+01 G 1.745770E-16 3.636645E-01 6.514332E-13 0.0 4.018069E-14 2.814967E-02 180.6454 180.9460 3.7246 0.0 181.2725 179.4267 0 2.400000E+01 G 1.666532E-16 3.328921E-01 5.405597E-13 0.0 3.735358E-14 2.754727E-02 180.3210 180.1692 3.1245 0.0 180.8223 178.9857 0 2.599127E+01 G 1.611879E-16 3.133008E-01 5.220899E-13 0.0 3.714240E-14 2.729924E-02 180.1016 179.5491 2.2323 0.0 180.4068 178.6250 0 2.600000E+01 G 1.611677E-16 3.132325E-01 5.131725E-13 0.0 3.703457E-14 2.729874E-02 180.1008 179.5466 2.5291 0.0 180.5061 178.6235 0 2.800000E+01 G 1.571928E-16 3.007069E-01 4.294235E-13 0.0 3.479444E-14 2.729470E-02 179.9410 179.0136 1.5099 0.0 179.9884 178.2990 0 3.000000E+01 G 1.542132E-16 2.931462E-01 3.927609E-13 0.0 3.379483E-14 2.747806E-02 179.8186 178.5331 1.3135 0.0 179.8306 177.9897 0 3.200000E+01 G 1.519201E-16 2.892962E-01 3.292695E-13 0.0 3.238255E-14 2.781873E-02 179.7211 178.0812 0.8411 0.0 179.5677 177.6818 0 3.299307E+01 G 1.509730E-16 2.885188E-01 4.152232E-13 0.0 3.483759E-14 2.804142E-02 179.6794 177.8622 0.8415 0.0 179.6328 177.5263 0 3.400000E+01 G 1.501174E-16 2.884104E-01 3.324487E-13 0.0 3.252898E-14 2.830226E-02 179.6409 177.6415 0.5463 0.0 179.4127 177.3655 0 3.600000E+01 G 1.486744E-16 2.900488E-01 3.257571E-13 0.0 3.272450E-14 2.892444E-02 179.5734 177.2016 0.3175 0.0 179.2871 177.0330 0 3.800000E+01 G 1.475002E-16 2.939730E-01 2.740955E-13 0.0 3.136764E-14 2.968861E-02 179.5160 176.7511 359.7210 0.0 179.0048 176.6772 0 3.999487E+01 G 1.465312E-16 3.000710E-01 2.966976E-13 0.0 3.221911E-14 3.060209E-02 179.4672 176.2818 359.4620 0.0 178.8747 176.2921 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 31 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 4.000000E+01 G 1.465290E-16 3.000895E-01 3.047439E-13 0.0 3.250103E-14 3.060465E-02 179.4671 176.2805 359.8446 0.0 178.9970 176.2911 0 4.200000E+01 G 1.457112E-16 3.084219E-01 3.123392E-13 0.0 3.303615E-14 3.168873E-02 179.4260 175.7804 359.3385 0.0 178.7451 175.8670 0 4.400000E+01 G 1.450082E-16 3.191006E-01 2.689815E-13 0.0 3.213103E-14 3.296408E-02 179.3926 175.2406 358.9245 0.0 178.5049 175.3960 0 4.600000E+01 G 1.443878E-16 3.323662E-01 2.705622E-13 0.0 3.238579E-14 3.446233E-02 179.3675 174.6495 358.7928 0.0 178.3810 174.8675 0 4.699667E+01 G 1.441006E-16 3.400507E-01 2.882721E-13 0.0 3.308071E-14 3.530482E-02 179.3586 174.3315 358.6147 0.0 178.2071 174.5786 0 4.800000E+01 G 1.438218E-16 3.485846E-01 2.725268E-13 0.0 3.294466E-14 3.622576E-02 179.3522 173.9931 358.3743 0.0 178.0927 174.2681 0 5.000000E+01 G 1.432839E-16 3.682798E-01 2.687921E-13 0.0 3.328453E-14 3.831101E-02 179.3487 173.2540 357.8538 0.0 177.7710 173.5809 0 5.200000E+01 G 1.427473E-16 3.921838E-01 2.604213E-13 0.0 3.342931E-14 4.079436E-02 179.3608 172.4094 357.2300 0.0 177.3708 172.7834 0 5.399847E+01 G 1.421831E-16 4.212955E-01 2.754651E-13 0.0 3.435782E-14 4.377776E-02 179.3940 171.4296 356.7786 0.0 176.9948 171.8462 0 5.600000E+01 G 1.415556E-16 4.571353E-01 2.645211E-13 0.0 3.486186E-14 4.741455E-02 179.4573 170.2701 355.8218 0.0 176.4671 170.7247 0 5.800000E+01 G 1.408231E-16 5.017128E-01 2.834627E-13 0.0 3.600463E-14 5.190569E-02 179.5648 168.8729 355.0839 0.0 175.7714 169.3610 0 6.000000E+01 G 1.399295E-16 5.581350E-01 2.887915E-13 0.0 3.709630E-14 5.756072E-02 179.7406 167.1474 353.8727 0.0 174.9096 167.6644 0 6.100026E+01 G 1.394000E-16 5.921786E-01 2.991624E-13 0.0 3.816262E-14 6.096286E-02 179.8664 166.1205 352.9529 0.0 174.1667 166.6501 0 6.200000E+01 G 1.388013E-16 6.311062E-01 3.012719E-13 0.0 3.869160E-14 6.484682E-02 180.0272 164.9542 352.1521 0.0 173.6198 165.4954 0 6.400000E+01 G 1.373451E-16 7.280673E-01 3.185069E-13 0.0 4.084843E-14 7.450131E-02 180.5035 162.0663 349.8147 0.0 171.8203 162.6268 0 6.599999E+01 G 1.354657E-16 8.612023E-01 3.491346E-13 0.0 4.363893E-14 8.772892E-02 181.3262 158.0912 346.7774 0.0 169.2262 158.6658 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 32 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 6.800000E+01 G 1.331865E-16 1.050810E+00 3.933641E-13 0.0 4.843980E-14 1.065311E-01 182.8239 152.3057 341.6588 0.0 165.0349 152.8890 0 7.000000E+01 G 1.312358E-16 1.328451E+00 4.593772E-13 0.0 5.384433E-14 1.340018E-01 185.6680 143.2974 333.9600 0.0 157.9341 143.8838 0 7.200000E+01 G 1.333660E-16 1.719741E+00 5.347520E-13 0.0 6.065347E-14 1.725708E-01 190.6769 128.3498 319.6649 0.0 145.2803 128.9333 0 7.400000E+01 G 1.488698E-16 2.106262E+00 5.726106E-13 0.0 6.205611E-14 2.102370E-01 195.3697 104.0452 297.7069 0.0 125.5555 104.6195 0 7.500386E+01 G 1.612533E-16 2.162916E+00 5.483106E-13 0.0 5.777194E-14 2.153123E-01 195.0714 88.9031 282.6670 0.0 112.8034 89.4702 0 7.600000E+01 G 1.716671E-16 2.074572E+00 4.981823E-13 0.0 5.053609E-14 2.059670E-01 192.8697 74.0604 269.4509 0.0 101.0152 74.6187 0 7.799999E+01 G 1.798681E-16 1.663796E+00 3.500935E-13 0.0 3.256599E-14 1.643037E-01 187.2921 50.6359 248.2130 0.0 85.5792 51.1714 0 8.000000E+01 G 1.788677E-16 1.277417E+00 2.204489E-13 0.0 1.863051E-14 1.254843E-01 183.6134 36.3556 236.9876 0.0 85.3531 36.8611 0 8.200000E+01 G 1.763403E-16 1.006959E+00 1.482902E-13 0.0 1.238470E-14 9.840913E-02 181.5800 27.6953 234.5762 0.0 99.2509 28.1631 0 8.399999E+01 G 1.742422E-16 8.222749E-01 9.979401E-14 0.0 9.381390E-15 7.996311E-02 180.4091 22.0780 232.8122 0.0 119.9473 22.5004 0 8.600000E+01 G 1.727895E-16 6.921983E-01 6.306370E-14 0.0 9.331474E-15 6.699759E-02 179.6793 18.1759 240.4494 0.0 142.3770 18.5449 0 8.799999E+01 G 1.718800E-16 5.970937E-01 4.392358E-14 0.0 1.043383E-14 5.753851E-02 179.1875 15.3066 251.2261 0.0 155.2105 15.6140 0 8.995214E+01 G 1.713978E-16 5.267138E-01 3.219630E-14 0.0 1.150357E-14 5.055610E-02 178.8396 13.1446 267.8041 0.0 162.5714 13.3839 0 9.000000E+01 G 1.713901E-16 5.252029E-01 3.328885E-14 0.0 1.123727E-14 5.040643E-02 178.8322 13.0976 258.9477 0.0 161.8990 13.3351 0 9.199999E+01 G 1.712237E-16 4.693311E-01 3.242276E-14 0.0 1.302609E-14 4.488068E-02 178.5599 11.3322 309.6104 0.0 167.8664 11.4917 0 9.400000E+01 G 1.713117E-16 4.249111E-01 2.974806E-14 0.0 1.360349E-14 4.050425E-02 178.3401 9.8774 316.1581 0.0 170.2514 9.9504 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 33 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 9.600000E+01 G 1.716055E-16 3.889355E-01 3.736578E-14 0.0 1.445827E-14 3.697643E-02 178.1546 8.6468 333.0234 0.0 172.2601 8.6255 0 9.799999E+01 G 1.720709E-16 3.593545E-01 4.057507E-14 0.0 1.507066E-14 3.409244E-02 177.9923 7.5827 338.3938 0.0 173.3434 7.4591 0 1.000000E+02 G 1.726833E-16 3.347299E-01 4.339056E-14 0.0 1.557687E-14 3.170871E-02 177.8458 6.6448 343.0602 0.0 174.3808 6.4114 0 1.020000E+02 G 1.734255E-16 3.140257E-01 5.359489E-14 0.0 1.639503E-14 2.972194E-02 177.7101 5.8042 348.3789 0.0 175.2869 5.4539 0 1.040000E+02 G 1.742849E-16 2.964787E-01 5.630420E-14 0.0 1.677831E-14 2.805611E-02 177.5816 5.0397 349.9745 0.0 175.7195 4.5660 0 1.049004E+02 G 1.747076E-16 2.894512E-01 5.265109E-14 0.0 1.681061E-14 2.739516E-02 177.5255 4.7159 349.9902 0.0 175.9492 4.1847 0 1.060000E+02 G 1.752527E-16 2.815154E-01 5.379536E-14 0.0 1.700594E-14 2.665420E-02 177.4580 4.3352 350.6064 0.0 176.1204 3.7322 0 1.080000E+02 G 1.763228E-16 2.686976E-01 6.095984E-14 0.0 1.743892E-14 2.547273E-02 177.3373 3.6787 352.7380 0.0 176.5517 2.9411 0 1.100000E+02 G 1.774911E-16 2.576852E-01 6.082297E-14 0.0 1.775489E-14 2.447806E-02 177.2181 3.0606 353.3591 0.0 176.8360 2.1840 0 1.120000E+02 G 1.787554E-16 2.482117E-01 6.107990E-14 0.0 1.786056E-14 2.364390E-02 177.0992 2.4734 354.0295 0.0 177.0633 1.4541 0 1.140000E+02 G 1.801146E-16 2.400649E-01 6.720526E-14 0.0 1.835952E-14 2.294948E-02 176.9797 1.9109 355.1000 0.0 177.3229 0.7464 0 1.160000E+02 G 1.815687E-16 2.330752E-01 6.865824E-14 0.0 1.851947E-14 2.237825E-02 176.8586 1.3683 355.5160 0.0 177.4527 0.0568 0 1.180000E+02 G 1.831189E-16 2.271057E-01 6.916332E-14 0.0 1.868514E-14 2.191702E-02 176.7354 0.8415 355.9500 0.0 177.6263 359.3822 0 1.198487E+02 G 1.846388E-16 2.223985E-01 6.860859E-14 0.0 1.878848E-14 2.157929E-02 176.6191 0.3656 356.1513 0.0 177.7162 358.7700 0 1.200000E+02 G 1.847669E-16 2.220453E-01 7.063980E-14 0.0 1.892338E-14 2.155519E-02 176.6094 0.3270 356.3393 0.0 177.7631 358.7203 0 1.220000E+02 G 1.865157E-16 2.178037E-01 6.679152E-14 0.0 1.881450E-14 2.128431E-02 176.4800 359.8221 356.3876 0.0 177.8500 358.0692 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 34 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.240000E+02 G 1.883687E-16 2.143074E-01 7.040483E-14 0.0 1.903136E-14 2.109762E-02 176.3465 359.3241 356.8370 0.0 177.9686 357.4272 0 1.260000E+02 G 1.903301E-16 2.114967E-01 7.258013E-14 0.0 1.922552E-14 2.098983E-02 176.2083 358.8310 357.2090 0.0 178.0827 356.7932 0 1.280000E+02 G 1.924049E-16 2.093233E-01 7.398455E-14 0.0 1.938124E-14 2.095688E-02 176.0649 358.3407 357.4702 0.0 178.1906 356.1660 0 1.300000E+02 G 1.945990E-16 2.077488E-01 7.384492E-14 0.0 1.942332E-14 2.099571E-02 175.9156 357.8517 357.6308 0.0 178.2669 355.5448 0 1.320000E+02 G 1.969190E-16 2.067433E-01 7.490684E-14 0.0 1.951507E-14 2.110423E-02 175.7598 357.3621 357.9540 0.0 178.3917 354.9286 0 1.340000E+02 G 1.993725E-16 2.062840E-01 7.421458E-14 0.0 1.957244E-14 2.128118E-02 175.5967 356.8705 358.0837 0.0 178.4630 354.3165 0 1.347970E+02 G 2.003892E-16 2.062494E-01 7.516260E-14 0.0 1.964204E-14 2.137061E-02 175.5295 356.6738 358.1716 0.0 178.4932 354.0736 0 1.360000E+02 G 2.019678E-16 2.063549E-01 7.419127E-14 0.0 1.958760E-14 2.152603E-02 175.4256 356.3755 358.2106 0.0 178.5253 353.7077 0 1.380000E+02 G 2.047147E-16 2.069459E-01 7.626255E-14 0.0 1.975637E-14 2.183901E-02 175.2456 355.8757 358.4997 0.0 178.6477 353.1012 0 1.400000E+02 G 2.076238E-16 2.080528E-01 7.612833E-14 0.0 1.968731E-14 2.222105E-02 175.0559 355.3694 358.6734 0.0 178.7285 352.4958 0 1.420000E+02 G 2.107071E-16 2.096765E-01 7.595761E-14 0.0 1.973263E-14 2.267377E-02 174.8554 354.8554 358.9034 0.0 178.8483 351.8903 0 1.440000E+02 G 2.139782E-16 2.118234E-01 7.616389E-14 0.0 1.977949E-14 2.319949E-02 174.6431 354.3319 359.1237 0.0 178.9675 351.2834 0 1.460000E+02 G 2.174523E-16 2.145051E-01 7.480420E-14 0.0 1.965892E-14 2.380132E-02 174.4175 353.7975 359.3528 0.0 179.0946 350.6735 0 1.480000E+02 G 2.211465E-16 2.177390E-01 7.535854E-14 0.0 1.976094E-14 2.448312E-02 174.1774 353.2502 359.5724 0.0 179.2053 350.0589 0 1.497453E+02 G 2.245650E-16 2.210298E-01 7.603019E-14 0.0 1.972794E-14 2.514710E-02 173.9547 352.7606 359.8328 0.0 179.3601 349.5171 0 1.500000E+02 G 2.250800E-16 2.215479E-01 7.597879E-14 0.0 1.974282E-14 2.524963E-02 173.9211 352.6881 359.9111 0.0 179.4009 349.4375 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 35 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.520000E+02 G 2.292747E-16 2.259613E-01 7.498485E-14 0.0 1.970299E-14 2.610653E-02 173.6468 352.1091 0.1734 0.0 179.5574 348.8070 0 1.540000E+02 G 2.337554E-16 2.310153E-01 7.312091E-14 0.0 1.955636E-14 2.706058E-02 173.3524 351.5109 0.5646 0.0 179.7715 348.1650 0 1.560000E+02 G 2.385499E-16 2.367536E-01 7.414855E-14 0.0 1.953849E-14 2.811972E-02 173.0357 350.8906 0.9647 0.0 180.0078 347.5084 0 1.580000E+02 G 2.436905E-16 2.432290E-01 7.377472E-14 0.0 1.947163E-14 2.929335E-02 172.6937 350.2453 1.3578 0.0 180.2462 346.8340 0 1.600000E+02 G 2.492134E-16 2.505035E-01 7.407445E-14 0.0 1.940567E-14 3.059236E-02 172.3235 349.5714 1.8323 0.0 180.5347 346.1379 0 1.620000E+02 G 2.551609E-16 2.586513E-01 7.239798E-14 0.0 1.924690E-14 3.202963E-02 171.9212 348.8649 2.4681 0.0 180.9070 345.4158 0 1.640000E+02 G 2.615813E-16 2.677595E-01 7.211450E-14 0.0 1.918252E-14 3.362020E-02 171.4827 348.1212 3.0014 0.0 181.2296 344.6627 0 1.646935E+02 G 2.639280E-16 2.711604E-01 7.018000E-14 0.0 1.905683E-14 3.421069E-02 171.3213 347.8537 3.3272 0.0 181.3911 344.3933 0 1.660000E+02 G 2.685305E-16 2.779314E-01 7.049735E-14 0.0 1.896744E-14 3.538177E-02 171.0030 347.3349 3.8367 0.0 181.7179 343.8728 0 1.680000E+02 G 2.760734E-16 2.892889E-01 7.060491E-14 0.0 1.881560E-14 3.733515E-02 170.4760 346.4995 4.7720 0.0 182.3180 343.0394 0 1.700000E+02 G 2.842859E-16 3.019770E-01 6.785403E-14 0.0 1.858957E-14 3.950501E-02 169.8947 345.6076 5.8812 0.0 182.9073 342.1545 0 1.720000E+02 G 2.932568E-16 3.161676E-01 6.802639E-14 0.0 1.842986E-14 4.192058E-02 169.2508 344.6503 7.0030 0.0 183.6411 341.2090 0 1.740000E+02 G 3.030903E-16 3.320657E-01 6.571475E-14 0.0 1.809144E-14 4.461668E-02 168.5340 343.6168 8.6252 0.0 184.5576 340.1916 0 1.760000E+02 G 3.139094E-16 3.499168E-01 6.295525E-14 0.0 1.775948E-14 4.763503E-02 167.7321 342.4944 10.8397 0.0 185.7430 339.0893 0 1.780000E+02 G 3.258602E-16 3.700161E-01 6.154777E-14 0.0 1.746976E-14 5.102579E-02 166.8300 341.2672 13.1825 0.0 187.0858 337.8860 0 1.796418E+02 G 3.366370E-16 3.884440E-01 5.961880E-14 0.0 1.709419E-14 5.412981E-02 166.0017 340.1683 15.6771 0.0 188.4611 336.8090 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 36 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT POINT-ID = 149 C O M P L E X A C C E L E R A T I O N V E C T O R (MAGNITUDE/PHASE) FREQUENCY TYPE T1 T2 T3 R1 R2 R3 0 1.800000E+02 G 3.391156E-16 3.927197E-01 5.850778E-14 0.0 1.702558E-14 5.484954E-02 165.8092 339.9163 16.5107 0.0 188.8002 336.5621 0 1.820000E+02 G 3.538813E-16 4.184575E-01 5.742437E-14 0.0 1.665291E-14 5.917963E-02 164.6467 338.4178 20.1528 0.0 190.9063 335.0937 0 1.840000E+02 G 3.704013E-16 4.477516E-01 5.762329E-14 0.0 1.631911E-14 6.410537E-02 163.3138 336.7422 24.1972 0.0 193.5188 333.4508 0 1.860000E+02 G 3.889632E-16 4.812332E-01 5.471047E-14 0.0 1.597943E-14 6.973519E-02 161.7743 334.8524 30.8345 0.0 196.6964 331.5960 0 1.880000E+02 G 4.099020E-16 5.196635E-01 5.455849E-14 0.0 1.563032E-14 7.620049E-02 159.9819 332.7012 38.6139 0.0 201.1295 329.4821 0 1.900000E+02 G 4.335974E-16 5.639474E-01 5.804928E-14 0.0 1.562506E-14 8.365880E-02 157.8777 330.2286 44.4250 0.0 205.7611 327.0485 0 1.920000E+02 G 4.604590E-16 6.151369E-01 6.131562E-14 0.0 1.566720E-14 9.229518E-02 155.3857 327.3574 54.2268 0.0 212.3528 324.2179 0 1.940000E+02