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 G 4.908803E-16 6.743873E-01 6.812471E-14 0.0 1.622980E-14 1.023168E-01 152.4084 323.9889 61.9904 0.0 219.0068 320.8913 0 1.945901E+02 G 5.005814E-16 6.935776E-01 7.144549E-14 0.0 1.659302E-14 1.055693E-01 151.4199 322.8824 64.2414 0.0 221.2813 319.7975 0 1.960000E+02 G 5.251335E-16 7.428268E-01 7.960262E-14 0.0 1.751578E-14 1.139332E-01 148.8216 319.9973 69.1437 0.0 226.5294 316.9429 0 1.980000E+02 G 5.631556E-16 8.212410E-01 9.589180E-14 0.0 1.969971E-14 1.273074E-01 144.4705 315.2263 73.8465 0.0 233.4246 312.2160 0 2.000000E+02 G 6.041357E-16 9.093939E-01 1.159367E-13 0.0 2.285369E-14 1.424461E-01 139.1728 309.4920 75.7060 0.0 238.0384 306.5264 0 2.020000E+02 G 6.458450E-16 1.004812E+00 1.415550E-13 0.0 2.724413E-14 1.589990E-01 132.7374 302.6010 75.2556 0.0 240.4973 299.6809 0 2.040000E+02 G 6.837900E-16 1.101024E+00 1.722946E-13 0.0 3.281317E-14 1.759599E-01 125.0170 294.4040 72.3171 0.0 240.2941 291.5297 0 2.060000E+02 G 7.108087E-16 1.186152E+00 2.028085E-13 0.0 3.875666E-14 1.914088E-01 116.0069 284.8937 67.4742 0.0 237.2506 282.0656 0 2.080000E+02 G 7.184465E-16 1.244261E+00 2.344105E-13 0.0 4.498430E-14 2.026916E-01 105.9705 274.3307 60.8420 0.0 232.3820 271.5489 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 37 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 2.095384E+02 G 7.072890E-16 1.261693E+00 2.552568E-13 0.0 4.920360E-14 2.069975E-01 97.9082 265.8433 54.7037 0.0 227.4577 263.0972 0 2.100000E+02 G 7.009475E-16 1.261742E+00 2.586423E-13 0.0 5.003806E-14 2.074421E-01 95.4884 263.2922 52.5670 0.0 225.6041 260.5568 0 2.120000E+02 G 6.594118E-16 1.235589E+00 2.759674E-13 0.0 5.384627E-14 2.049763E-01 85.3170 252.5312 44.5711 0.0 218.6901 249.8421 0 2.140000E+02 G 6.015769E-16 1.175260E+00 2.837663E-13 0.0 5.578286E-14 1.966841E-01 76.1096 242.6966 36.9886 0.0 212.0398 240.0537 0 2.160000E+02 G 5.371998E-16 1.096049E+00 2.840976E-13 0.0 5.640670E-14 1.850014E-01 68.2207 234.1380 30.1931 0.0 205.9428 231.5412 0 2.180000E+02 G 4.738230E-16 1.011402E+00 2.791565E-13 0.0 5.596525E-14 1.721411E-01 61.7110 226.9106 24.8086 0.0 201.0686 224.3594 0 2.200000E+02 G 4.155875E-16 9.297929E-01 2.735957E-13 0.0 5.526690E-14 1.595404E-01 56.4649 220.8921 20.1194 0.0 196.8820 218.3863 0 2.220000E+02 G 3.640174E-16 8.552836E-01 2.675715E-13 0.0 5.429859E-14 1.479202E-01 52.3018 215.8944 16.4400 0.0 193.6200 213.4335 0 2.240000E+02 G 3.191634E-16 7.891561E-01 2.602143E-13 0.0 5.333052E-14 1.375387E-01 49.0412 211.7280 13.4739 0.0 190.9263 209.3114 0 2.260000E+02 G 2.804205E-16 7.312640E-01 2.549118E-13 0.0 5.253630E-14 1.284086E-01 46.5290 208.2280 11.1033 0.0 188.8140 205.8554 0 2.280000E+02 G 2.469807E-16 6.808549E-01 2.490614E-13 0.0 5.150606E-14 1.204337E-01 44.6441 205.2606 8.9198 0.0 186.9082 202.9313 0 2.300000E+02 G 2.180416E-16 6.369937E-01 2.442204E-13 0.0 5.082577E-14 1.134801E-01 43.2957 202.7201 7.2394 0.0 185.4125 200.4335 0 2.317382E+02 G 1.959875E-16 6.034732E-01 2.402328E-13 0.0 5.019643E-14 1.081592E-01 42.5092 200.7940 5.9671 0.0 184.2936 198.5441 0 2.320000E+02 G 1.928884E-16 5.987588E-01 2.396423E-13 0.0 5.018511E-14 1.074105E-01 42.4197 200.5237 5.8817 0.0 184.2020 198.2793 0 2.340000E+02 G 1.709161E-16 5.653218E-01 2.360800E-13 0.0 4.961170E-14 1.020993E-01 41.9739 198.6072 4.6331 0.0 183.1119 196.4042 0 2.360000E+02 G 1.516250E-16 5.359683E-01 2.323912E-13 0.0 4.902900E-14 9.743647E-02 41.9349 196.9202 3.5749 0.0 182.1845 194.7579 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 38 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 2.380000E+02 G 1.346085E-16 5.100945E-01 2.304355E-13 0.0 4.872953E-14 9.332842E-02 42.2963 195.4229 2.7068 0.0 181.4247 193.3008 0 2.400000E+02 G 1.195385E-16 4.871956E-01 2.281632E-13 0.0 4.840013E-14 8.969638E-02 43.0673 194.0840 1.8530 0.0 180.6831 192.0013 0 2.420000E+02 G 1.061525E-16 4.668511E-01 2.267021E-13 0.0 4.824831E-14 8.647439E-02 44.2732 192.8782 1.1500 0.0 180.0703 190.8342 0 2.440000E+02 G 9.424375E-17 4.487108E-01 2.244703E-13 0.0 4.798239E-14 8.360737E-02 45.9554 191.7851 0.5344 0.0 179.5291 189.7791 0 2.460000E+02 G 8.365211E-17 4.324820E-01 2.232361E-13 0.0 4.790488E-14 8.104905E-02 48.1730 190.7882 359.9395 0.0 179.0126 188.8195 0 2.480000E+02 G 7.425948E-17 4.179198E-01 2.225459E-13 0.0 4.776793E-14 7.876075E-02 51.0032 189.8739 359.4525 0.0 178.5829 187.9417 0 2.500000E+02 G 6.598530E-17 4.048183E-01 2.226149E-13 0.0 4.780963E-14 7.670979E-02 54.5401 189.0308 358.9926 0.0 178.1787 187.1344 0 2.520000E+02 G 5.878428E-17 3.930039E-01 2.216608E-13 0.0 4.775313E-14 7.486860E-02 58.8890 188.2496 358.5768 0.0 177.8112 186.3883 0 2.539381E+02 G 5.281730E-17 3.826430E-01 2.209807E-13 0.0 4.779163E-14 7.326227E-02 63.9738 187.5440 358.2024 0.0 177.4832 185.7160 0 2.540000E+02 G 5.264338E-17 3.823286E-01 2.209035E-13 0.0 4.778912E-14 7.321369E-02 64.1510 187.5222 358.1636 0.0 177.4531 185.6953 0 2.560000E+02 G 4.757730E-17 3.726673E-01 2.208373E-13 0.0 4.787020E-14 7.172511E-02 70.3929 186.8421 357.8165 0.0 177.1438 185.0489 0 2.580000E+02 G 4.361762E-17 3.639124E-01 2.209968E-13 0.0 4.800666E-14 7.038581E-02 77.5995 186.2035 357.4763 0.0 176.8428 184.4433 0 2.600000E+02 G 4.079344E-17 3.559716E-01 2.217523E-13 0.0 4.818852E-14 6.918105E-02 85.6207 185.6015 357.1692 0.0 176.5661 183.8735 0 2.620000E+02 G 3.910557E-17 3.487656E-01 2.226165E-13 0.0 4.835741E-14 6.809822E-02 94.1441 185.0318 356.8596 0.0 176.2846 183.3354 0 2.640000E+02 G 3.850271E-17 3.422256E-01 2.233057E-13 0.0 4.856777E-14 6.712639E-02 102.7367 184.4908 356.5806 0.0 176.0327 182.8253 0 2.660000E+02 G 3.887484E-17 3.362916E-01 2.238561E-13 0.0 4.878997E-14 6.625606E-02 110.9548 183.9753 356.2875 0.0 175.7707 182.3399 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 39 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 2.680000E+02 G 4.006884E-17 3.309120E-01 2.241691E-13 0.0 4.903928E-14 6.547900E-02 118.4595 183.4823 356.0147 0.0 175.5314 181.8765 0 2.700000E+02 G 4.191703E-17 3.260412E-01 2.253591E-13 0.0 4.933571E-14 6.478801E-02 125.0739 183.0094 355.7551 0.0 175.2948 181.4325 0 2.720000E+02 G 4.426277E-17 3.216396E-01 2.267046E-13 0.0 4.965438E-14 6.417689E-02 130.7651 182.5544 355.5069 0.0 175.0650 181.0057 0 2.740000E+02 G 4.697477E-17 3.176723E-01 2.281195E-13 0.0 5.001806E-14 6.364012E-02 135.5936 182.1152 355.2639 0.0 174.8418 180.5942 0 2.760000E+02 G 4.995038E-17 3.141090E-01 2.295362E-13 0.0 5.035877E-14 6.317295E-02 139.6628 181.6902 355.0283 0.0 174.6214 180.1962 0 2.761380E+02 G 5.016337E-17 3.138773E-01 2.295974E-13 0.0 5.036085E-14 6.314317E-02 139.9185 181.6614 355.0004 0.0 174.5953 180.1692 0 2.780000E+02 G 5.311323E-17 3.109227E-01 2.314663E-13 0.0 5.080488E-14 6.277122E-02 143.0862 181.2777 354.7994 0.0 174.4074 179.8100 0 2.800000E+02 G 5.640819E-17 3.080900E-01 2.330924E-13 0.0 5.119864E-14 6.243128E-02 145.9700 180.8761 354.5707 0.0 174.1928 179.4343 0 2.820000E+02 G 5.979628E-17 3.055901E-01 2.343816E-13 0.0 5.162119E-14 6.214998E-02 148.4064 180.4842 354.3295 0.0 173.9760 179.0676 0 2.840000E+02 G 6.325070E-17 3.034049E-01 2.364127E-13 0.0 5.209221E-14 6.192455E-02 150.4726 180.1007 354.1011 0.0 173.7600 178.7087 0 2.860000E+02 G 6.675340E-17 3.015185E-01 2.385919E-13 0.0 5.260962E-14 6.175266E-02 152.2316 179.7245 353.8738 0.0 173.5455 178.3566 0 2.880000E+02 G 7.029285E-17 2.999171E-01 2.413088E-13 0.0 5.316310E-14 6.163226E-02 153.7346 179.3544 353.6649 0.0 173.3377 178.0101 0 2.900000E+02 G 7.386206E-17 2.985885E-01 2.430847E-13 0.0 5.367369E-14 6.156163E-02 155.0229 178.9895 353.4305 0.0 173.1223 177.6682 0 2.920000E+02 G 7.745752E-17 2.975224E-01 2.453966E-13 0.0 5.423789E-14 6.153933E-02 156.1300 178.6289 353.1923 0.0 172.8975 177.3301 0 2.940000E+02 G 8.107827E-17 2.967100E-01 2.487934E-13 0.0 5.491607E-14 6.156417E-02 157.0831 178.2716 352.9843 0.0 172.6853 176.9947 0 2.960000E+02 G 8.472522E-17 2.961436E-01 2.510775E-13 0.0 5.551610E-14 6.163522E-02 157.9042 177.9168 352.7349 0.0 172.4539 176.6614 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 40 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 2.980000E+02 G 8.840070E-17 2.958171E-01 2.539404E-13 0.0 5.619120E-14 6.175178E-02 158.6114 177.5636 352.5096 0.0 172.2354 176.3292 0 2.983379E+02 G 8.902472E-17 2.957852E-01 2.540257E-13 0.0 5.632005E-14 6.177592E-02 158.7207 177.5041 352.4471 0.0 172.1915 176.2731 0 3.000000E+02 G 9.210809E-17 2.957254E-01 2.562511E-13 0.0 5.685945E-14 6.191332E-02 159.2195 177.2113 352.2487 0.0 172.0004 175.9973 0 3.020000E+02 G 9.585180E-17 2.958648E-01 2.594994E-13 0.0 5.758230E-14 6.211956E-02 159.7409 176.8590 352.0087 0.0 171.7644 175.6651 0 3.040000E+02 G 9.963685E-17 2.962323E-01 2.630657E-13 0.0 5.838451E-14 6.237041E-02 160.1857 176.5059 351.7711 0.0 171.5315 175.3316 0 3.060000E+02 G 1.034689E-16 2.968261E-01 2.667711E-13 0.0 5.918471E-14 6.266596E-02 160.5623 176.1513 351.5163 0.0 171.2766 174.9961 0 3.080000E+02 G 1.073541E-16 2.976455E-01 2.700740E-13 0.0 6.001128E-14 6.300650E-02 160.8778 175.7944 351.2555 0.0 171.0309 174.6580 0 3.100000E+02 G 1.112993E-16 2.986908E-01 2.737910E-13 0.0 6.090111E-14 6.339249E-02 161.1381 175.4345 350.9827 0.0 170.7701 174.3163 0 3.120000E+02 G 1.153115E-16 2.999629E-01 2.780089E-13 0.0 6.182287E-14 6.382459E-02 161.3480 175.0707 350.7206 0.0 170.5058 173.9704 0 3.140000E+02 G 1.193985E-16 3.014641E-01 2.818643E-13 0.0 6.275058E-14 6.430369E-02 161.5118 174.7022 350.4252 0.0 170.2233 173.6193 0 3.160000E+02 G 1.235685E-16 3.031974E-01 2.863854E-13 0.0 6.375326E-14 6.483082E-02 161.6329 174.3282 350.1448 0.0 169.9435 173.2624 0 3.180000E+02 G 1.278300E-16 3.051669E-01 2.912351E-13 0.0 6.482815E-14 6.540722E-02 161.7141 173.9478 349.8539 0.0 169.6530 172.8987 0 3.200000E+02 G 1.321921E-16 3.073778E-01 2.964248E-13 0.0 6.593888E-14 6.603438E-02 161.7577 173.5601 349.5546 0.0 169.3467 172.5273 0 3.205378E+02 G 1.333836E-16 3.080142E-01 2.973451E-13 0.0 6.623187E-14 6.621191E-02 161.7632 173.4545 349.4604 0.0 169.2662 172.4261 0 3.220000E+02 G 1.366650E-16 3.098360E-01 3.004484E-13 0.0 6.704161E-14 6.671400E-02 161.7656 173.1642 349.2026 0.0 169.0277 172.1474 0 3.240000E+02 G 1.412588E-16 3.125490E-01 3.061991E-13 0.0 6.826483E-14 6.744798E-02 161.7394 172.7591 348.8984 0.0 168.7141 171.7580 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 41 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 3.260000E+02 G 1.459848E-16 3.155249E-01 3.118821E-13 0.0 6.952011E-14 6.823849E-02 161.6802 172.3438 348.5524 0.0 168.3665 171.3579 0 3.280000E+02 G 1.508549E-16 3.187736E-01 3.175081E-13 0.0 7.088142E-14 6.908800E-02 161.5889 171.9171 348.1900 0.0 168.0215 170.9462 0 3.300000E+02 G 1.558820E-16 3.223059E-01 3.236680E-13 0.0 7.222357E-14 6.999923E-02 161.4660 171.4779 347.8206 0.0 167.6466 170.5216 0 3.320000E+02 G 1.610797E-16 3.261341E-01 3.299762E-13 0.0 7.371447E-14 7.097521E-02 161.3118 171.0249 347.4347 0.0 167.2735 170.0829 0 3.340000E+02 G 1.664628E-16 3.302720E-01 3.368714E-13 0.0 7.522172E-14 7.201929E-02 161.1263 170.5567 347.0303 0.0 166.8623 169.6287 0 3.360000E+02 G 1.720474E-16 3.347349E-01 3.444028E-13 0.0 7.690717E-14 7.313523E-02 160.9093 170.0719 346.6198 0.0 166.4505 169.1575 0 3.380000E+02 G 1.778509E-16 3.395403E-01 3.514344E-13 0.0 7.858238E-14 7.432717E-02 160.6603 169.5688 346.1636 0.0 166.0124 168.6678 0 3.400000E+02 G 1.838921E-16 3.447072E-01 3.592007E-13 0.0 8.036948E-14 7.559969E-02 160.3786 169.0457 345.6879 0.0 165.5438 168.1578 0 3.420000E+02 G 1.901911E-16 3.502567E-01 3.677254E-13 0.0 8.223468E-14 7.695781E-02 160.0631 168.5007 345.2197 0.0 165.0670 167.6256 0 3.427377E+02 G 1.925840E-16 3.524049E-01 3.710479E-13 0.0 8.299035E-14 7.748146E-02 159.9380 168.2938 345.0356 0.0 164.8844 167.4233 0 3.440000E+02 G 1.967704E-16 3.562125E-01 3.764734E-13 0.0 8.422933E-14 7.840714E-02 159.7127 167.9317 344.6967 0.0 164.5493 167.0692 0 3.460000E+02 G 2.036542E-16 3.626005E-01 3.854505E-13 0.0 8.631406E-14 7.995378E-02 159.3258 167.3364 344.1444 0.0 164.0091 166.4861 0 3.480000E+02 G 2.108690E-16 3.694495E-01 3.955604E-13 0.0 8.858038E-14 8.160456E-02 158.9004 166.7122 343.5798 0.0 163.4433 165.8740 0 3.500000E+02 G 2.184435E-16 3.767911E-01 4.057853E-13 0.0 9.091245E-14 8.336689E-02 158.4346 166.0565 342.9686 0.0 162.8382 165.2299 0 3.520000E+02 G 2.264100E-16 3.846611E-01 4.168629E-13 0.0 9.343173E-14 8.524913E-02 157.9256 165.3659 342.3311 0.0 162.2053 164.5509 0 3.540000E+02 G 2.348029E-16 3.930977E-01 4.289800E-13 0.0 9.611977E-14 8.726029E-02 157.3705 164.6371 341.6581 0.0 161.5249 163.8334 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 42 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 3.560000E+02 G 2.436606E-16 4.021438E-01 4.412409E-13 0.0 9.888641E-14 8.941041E-02 156.7661 163.8662 340.9303 0.0 160.7978 163.0735 0 3.580000E+02 G 2.530252E-16 4.118467E-01 4.546092E-13 0.0 1.019187E-13 9.171053E-02 156.1082 163.0488 340.1653 0.0 160.0374 162.2669 0 3.600000E+02 G 2.629424E-16 4.222579E-01 4.687011E-13 0.0 1.051413E-13 9.417269E-02 155.3927 162.1801 339.3341 0.0 159.2160 161.4088 0 3.620000E+02 G 2.734630E-16 4.334344E-01 4.839411E-13 0.0 1.085344E-13 9.681021E-02 154.6142 161.2547 338.4571 0.0 158.3303 160.4938 0 3.640000E+02 G 2.846420E-16 4.454380E-01 4.994271E-13 0.0 1.121328E-13 9.963755E-02 153.7670 160.2663 337.4893 0.0 157.3855 159.5155 0 3.649376E+02 G 2.901265E-16 4.513692E-01 5.075673E-13 0.0 1.139471E-13 1.010328E-01 153.3444 159.7793 337.0257 0.0 156.9174 159.0332 0 3.660000E+02 G 2.965402E-16 4.583367E-01 5.169054E-13 0.0 1.160479E-13 1.026706E-01 152.8445 159.2079 336.4811 0.0 156.3724 158.4671 0 3.680000E+02 G 3.092229E-16 4.722034E-01 5.358244E-13 0.0 1.202581E-13 1.059264E-01 151.8390 158.0717 335.4016 0.0 155.2809 157.3407 0 3.700000E+02 G 3.227610E-16 4.871164E-01 5.558057E-13 0.0 1.247244E-13 1.094233E-01 150.7419 156.8487 334.2377 0.0 154.1089 156.1273 0 3.720000E+02 G 3.372299E-16 5.031586E-01 5.763386E-13 0.0 1.294266E-13 1.131808E-01 149.5431 155.5288 332.9283 0.0 152.8156 154.8167 0 3.740000E+02 G 3.527100E-16 5.204164E-01 5.989499E-13 0.0 1.345586E-13 1.172191E-01 148.2316 154.1003 331.5251 0.0 151.4197 153.3974 0 3.760000E+02 G 3.692835E-16 5.389773E-01 6.234319E-13 0.0 1.400971E-13 1.215588E-01 146.7942 152.5502 330.0207 0.0 149.9196 151.8562 0 3.780000E+02 G 3.870326E-16 5.589254E-01 6.494329E-13 0.0 1.459433E-13 1.262199E-01 145.2165 150.8636 328.3734 0.0 148.2683 150.1785 0 3.800000E+02 G 4.060373E-16 5.803390E-01 6.775917E-13 0.0 1.522922E-13 1.312210E-01 143.4817 149.0237 326.5757 0.0 146.4704 148.3472 0 3.820000E+02 G 4.263659E-16 6.032782E-01 7.075710E-13 0.0 1.590900E-13 1.365767E-01 141.5711 147.0115 324.5905 0.0 144.4937 146.3435 0 3.840000E+02 G 4.480678E-16 6.277753E-01 7.392912E-13 0.0 1.662497E-13 1.422954E-01 139.4639 144.8061 322.4036 0.0 142.3077 144.1464 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 43 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 3.860000E+02 G 4.711602E-16 6.538176E-01 7.733782E-13 0.0 1.739654E-13 1.483753E-01 137.1370 142.3841 320.0034 0.0 139.9146 141.7326 0 3.871374E+02 G 4.849032E-16 6.692901E-01 7.936190E-13 0.0 1.784913E-13 1.519881E-01 135.7062 140.9007 318.5583 0.0 138.4583 140.2538 0 3.880000E+02 G 4.956090E-16 6.813236E-01 8.090668E-13 0.0 1.820098E-13 1.547986E-01 134.5655 139.7207 317.3803 0.0 137.2898 139.0772 0 3.900000E+02 G 5.213042E-16 7.101123E-01 8.472007E-13 0.0 1.905915E-13 1.615252E-01 131.7233 136.7894 314.4917 0.0 134.3937 136.1538 0 3.920000E+02 G 5.480279E-16 7.398645E-01 8.865193E-13 0.0 1.994948E-13 1.684830E-01 128.5840 133.5640 311.2955 0.0 131.2062 132.9360 0 3.940000E+02 G 5.754190E-16 7.700809E-01 9.263372E-13 0.0 2.084653E-13 1.755586E-01 125.1229 130.0193 307.7910 0.0 127.6953 129.3989 0 3.960000E+02 G 6.029309E-16 8.000339E-01 9.659537E-13 0.0 2.174159E-13 1.825860E-01 121.3200 126.1353 303.9281 0.0 123.8331 125.5223 0 3.980000E+02 G 6.298026E-16 8.287379E-01 1.004675E-12 0.0 2.261908E-13 1.893395E-01 117.1629 121.8996 299.7140 0.0 119.6296 121.2939 0 4.000000E+02 G 6.550481E-16 8.549456E-01 1.040655E-12 0.0 2.343009E-13 1.955327E-01 112.6524 117.3129 295.1637 0.0 115.0672 116.7142 0 4.020000E+02 G 6.774890E-16 8.771991E-01 1.071064E-12 0.0 2.411984E-13 2.008297E-01 107.8068 112.3933 290.2687 0.0 110.1821 111.8016 0 4.040000E+02 G 6.958474E-16 8.939556E-01 1.095717E-12 0.0 2.467938E-13 2.048740E-01 102.6663 107.1809 285.0723 0.0 104.9917 106.5961 0 4.060000E+02 G 7.089013E-16 9.037888E-01 1.111547E-12 0.0 2.503898E-13 2.073345E-01 97.2950 101.7397 279.6619 0.0 99.5786 101.1617 0 4.080000E+02 G 7.156859E-16 9.056363E-01 1.118312E-12 0.0 2.519496E-13 2.079622E-01 91.7782 96.1550 274.1097 0.0 94.0210 95.5836 0 4.093373E+02 G 7.164435E-16 9.021500E-01 1.115816E-12 0.0 2.514094E-13 2.072957E-01 88.0577 92.3902 270.3461 0.0 90.2731 91.8232 0 4.100000E+02 G 7.156795E-16 8.990188E-01 1.113188E-12 0.0 2.508286E-13 2.066418E-01 86.2165 90.5274 268.5029 0.0 88.4177 89.9625 0 4.120000E+02 G 7.089176E-16 8.841614E-01 1.098891E-12 0.0 2.476401E-13 2.034196E-01 80.7156 84.9623 262.9547 0.0 82.8785 84.4038 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 44 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 4.140000E+02 G 6.959827E-16 8.619547E-01 1.075104E-12 0.0 2.423118E-13 1.984954E-01 75.3740 79.5583 257.5752 0.0 77.4988 79.0060 0 4.160000E+02 G 6.778781E-16 8.337784E-01 1.043336E-12 0.0 2.351832E-13 1.921829E-01 70.2738 74.3974 252.4462 0.0 72.3694 73.8512 0 4.180000E+02 G 6.558363E-16 8.012506E-01 1.005582E-12 0.0 2.267053E-13 1.848519E-01 65.4750 69.5394 247.6004 0.0 67.5215 68.9993 0 4.194109E+02 G 6.386065E-16 7.765646E-01 9.772147E-13 0.0 2.203420E-13 1.792690E-01 62.2911 66.3147 244.4005 0.0 64.3168 65.7788 0 4.200000E+02 G 6.311210E-16 7.659820E-01 9.643301E-13 0.0 2.174524E-13 1.768720E-01 61.0134 65.0202 243.1288 0.0 63.0410 64.4860 0 4.220000E+02 G 6.048827E-16 7.294030E-01 9.211889E-13 0.0 2.077350E-13 1.685724E-01 56.9040 60.8547 238.9674 0.0 58.8890 60.3264 0 4.240000E+02 G 5.780743E-16 6.926700E-01 8.773754E-13 0.0 1.978881E-13 1.602204E-01 53.1449 57.0410 235.1836 0.0 55.1026 56.5183 0 4.260000E+02 G 5.514262E-16 6.566450E-01 8.345951E-13 0.0 1.882396E-13 1.520156E-01 49.7222 53.5649 231.7211 0.0 51.6506 53.0480 0 4.280000E+02 G 5.254586E-16 6.219206E-01 7.928471E-13 0.0 1.788649E-13 1.440963E-01 46.6145 50.4053 228.5831 0.0 48.5059 49.8939 0 4.294846E+02 G 5.068321E-16 5.972128E-01 7.630776E-13 0.0 1.721243E-13 1.384556E-01 44.4967 48.2497 226.4326 0.0 46.3698 47.7423 0 4.300000E+02 G 5.005154E-16 5.888684E-01 7.528005E-13 0.0 1.698026E-13 1.365497E-01 43.7967 47.5369 225.7060 0.0 45.6456 47.0309 0 4.320000E+02 G 4.768020E-16 5.576906E-01 7.147134E-13 0.0 1.612738E-13 1.294239E-01 41.2424 44.9332 223.1582 0.0 43.0833 44.4325 0 4.340000E+02 G 4.544205E-16 5.284646E-01 6.792186E-13 0.0 1.532881E-13 1.227383E-01 38.9254 42.5679 220.8152 0.0 40.7393 42.0724 0 4.360000E+02 G 4.334023E-16 5.011863E-01 6.458990E-13 0.0 1.457665E-13 1.164934E-01 36.8209 40.4164 218.6806 0.0 38.6115 39.9261 0 4.380000E+02 G 4.137298E-16 4.757958E-01 6.149059E-13 0.0 1.387895E-13 1.106764E-01 34.9064 38.4559 216.7375 0.0 36.6683 37.9707 0 4.395582E+02 G 3.993049E-16 4.572634E-01 5.918715E-13 0.0 1.336303E-13 1.064281E-01 33.5329 37.0474 215.3524 0.0 35.2749 36.5661 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 45 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 4.400000E+02 G 3.953548E-16 4.522009E-01 5.863032E-13 0.0 1.323259E-13 1.052672E-01 33.1610 36.6657 214.9328 0.0 34.8707 36.1854 0 4.420000E+02 G 3.782109E-16 4.302913E-01 5.593743E-13 0.0 1.262830E-13 1.002412E-01 31.5664 35.0273 213.3312 0.0 33.2633 34.5520 0 4.440000E+02 G 3.622221E-16 4.099491E-01 5.337771E-13 0.0 1.205257E-13 9.557204E-02 30.1063 33.5243 211.8623 0.0 31.7920 33.0538 0 4.460000E+02 G 3.473094E-16 3.910564E-01 5.107722E-13 0.0 1.153256E-13 9.123310E-02 28.7660 32.1422 210.4863 0.0 30.4221 31.6764 0 4.480000E+02 G 3.333930E-16 3.734971E-01 4.889786E-13 0.0 1.104316E-13 8.719821E-02 27.5328 30.8682 209.2432 0.0 29.1750 30.4070 0 4.496319E+02 G 3.227228E-16 3.600817E-01 4.724931E-13 0.0 1.066771E-13 8.411407E-02 26.5981 29.9008 208.2661 0.0 28.2099 29.4434 0 4.500000E+02 G 3.203963E-16 3.571622E-01 4.686505E-13 0.0 1.058428E-13 8.344273E-02 26.3955 29.6909 208.0743 0.0 28.0092 29.2344 0 4.520000E+02 G 3.082469E-16 3.419496E-01 4.497000E-13 0.0 1.015839E-13 7.994350E-02 25.3443 28.6006 207.0099 0.0 26.9423 28.1486 0 4.540000E+02 G 2.968767E-16 3.277648E-01 4.322434E-13 0.0 9.765355E-14 7.667906E-02 24.3704 27.5884 205.9976 0.0 25.9296 27.1408 0 4.560000E+02 G 2.862228E-16 3.145210E-01 4.158361E-13 0.0 9.394296E-14 7.362971E-02 23.4661 26.6468 205.0615 0.0 24.9978 26.2035 0 4.580000E+02 G 2.762274E-16 3.021389E-01 4.002727E-13 0.0 9.041049E-14 7.077745E-02 22.6247 25.7688 204.2023 0.0 24.1460 25.3299 0 4.597055E+02 G 2.681844E-16 2.922069E-01 3.879410E-13 0.0 8.767112E-14 6.848858E-02 21.9525 25.0660 203.5257 0.0 23.4587 24.6306 0 4.600000E+02 G 2.668378E-16 2.905470E-01 3.857450E-13 0.0 8.718416E-14 6.810595E-02 21.8403 24.9486 203.4162 0.0 23.3471 24.5139 0 4.620000E+02 G 2.580052E-16 2.796792E-01 3.723170E-13 0.0 8.411924E-14 6.560019E-02 21.1076 24.1808 202.6457 0.0 22.5878 23.7502 0 4.640000E+02 G 2.496855E-16 2.694766E-01 3.596631E-13 0.0 8.127785E-14 6.324673E-02 20.4218 23.4607 201.9343 0.0 21.8741 23.0342 0 4.660000E+02 G 2.418388E-16 2.598852E-01 3.473472E-13 0.0 7.850920E-14 6.103330E-02 19.7788 22.7841 201.2913 0.0 21.2295 22.3617 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 46 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 4.680000E+02 G 2.344285E-16 2.508565E-01 3.360517E-13 0.0 7.594527E-14 5.894879E-02 19.1749 22.1474 200.6539 0.0 20.5975 21.7288 0 4.697791E+02 G 2.281765E-16 2.432621E-01 3.264479E-13 0.0 7.380542E-14 5.719468E-02 18.6679 21.6116 200.1402 0.0 20.0771 21.1966 0 4.700000E+02 G 2.274214E-16 2.423463E-01 3.251757E-13 0.0 7.354921E-14 5.698312E-02 18.6068 21.5470 200.0922 0.0 20.0206 21.1324 0 4.720000E+02 G 2.207875E-16 2.343146E-01 3.151668E-13 0.0 7.126012E-14 5.512719E-02 18.0716 20.9802 199.5259 0.0 19.4639 20.5694 0 4.740000E+02 G 2.144991E-16 2.267252E-01 3.055986E-13 0.0 6.908570E-14 5.337269E-02 17.5665 20.4441 198.9962 0.0 18.9392 20.0371 0 4.760000E+02 G 2.085312E-16 2.195447E-01 2.963646E-13 0.0 6.702991E-14 5.171202E-02 17.0891 19.9365 198.5209 0.0 18.4571 19.5332 0 4.780000E+02 G 2.028610E-16 2.127434E-01 2.879445E-13 0.0 6.511119E-14 5.013839E-02 16.6374 19.4550 198.0376 0.0 17.9801 19.0554 0 4.798528E+02 G 1.978556E-16 2.067573E-01 2.802692E-13 0.0 6.336830E-14 4.875280E-02 16.2401 19.0306 197.6194 0.0 17.5655 18.6344 0 4.800000E+02 G 1.974677E-16 2.062940E-01 2.795974E-13 0.0 6.324314E-14 4.864555E-02 16.2094 18.9978 197.6028 0.0 17.5414 18.6018 0 4.820000E+02 G 1.923322E-16 2.001715E-01 2.720045E-13 0.0 6.151453E-14 4.722777E-02 15.8032 18.5631 197.1661 0.0 17.1100 18.1706 0 4.840000E+02 G 1.874371E-16 1.943531E-01 2.646506E-13 0.0 5.986038E-14 4.587986E-02 15.4174 18.1492 196.7662 0.0 16.7093 17.7602 0 4.860000E+02 G 1.827665E-16 1.888181E-01 2.573852E-13 0.0 5.823740E-14 4.459707E-02 15.0505 17.7548 196.3995 0.0 16.3384 17.3692 0 4.880000E+02 G 1.783058E-16 1.835476E-01 2.506948E-13 0.0 5.671493E-14 4.337507E-02 14.7011 17.3784 196.0224 0.0 15.9652 16.9962 0 4.899264E+02 G 1.741950E-16 1.787046E-01 2.446350E-13 0.0 5.534720E-14 4.225174E-02 14.3800 17.0318 195.6841 0.0 15.6279 16.6529 0 4.900000E+02 G 1.740414E-16 1.785239E-01 2.442606E-13 0.0 5.527869E-14 4.220983E-02 14.3681 17.0189 195.6807 0.0 15.6197 16.6401 0 4.920000E+02 G 1.699610E-16 1.737311E-01 2.380946E-13 0.0 5.387469E-14 4.109768E-02 14.0503 16.6751 195.3562 0.0 15.2995 16.2996 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 47 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 4.940000E+02 G 1.660534E-16 1.691547E-01 2.323363E-13 0.0 5.256767E-14 4.003530E-02 13.7468 16.3461 195.0272 0.0 14.9732 15.9738 0 4.960000E+02 G 1.623080E-16 1.647808E-01 2.267658E-13 0.0 5.131927E-14 3.901953E-02 13.4566 16.0309 194.7273 0.0 14.6714 15.6618 0 4.980000E+02 G 1.587150E-16 1.605971E-01 2.212962E-13 0.0 5.009330E-14 3.804756E-02 13.1790 15.7287 194.4340 0.0 14.3759 15.3627 0 5.000000E+02 G 1.552657E-16 1.565922E-01 2.160899E-13 0.0 4.891608E-14 3.711672E-02 12.9130 15.4386 194.1623 0.0 14.1055 15.0757 0 5.020000E+02 G 1.519517E-16 1.527553E-01 2.112763E-13 0.0 4.782506E-14 3.622461E-02 12.6581 15.1599 193.8795 0.0 13.8244 14.8001 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 48 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 49 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT 0 X Y - O U T P U T S U M M A R Y ( R E S P O N S E ) 0 SUBCASE CURVE FRAME CURVE ID./ XMIN-FRAME/ XMAX-FRAME/ YMIN-FRAME/ X FOR YMAX-FRAME/ X FOR ID TYPE NO. PANEL : GRID ID ALL DATA ALL DATA ALL DATA YMIN ALL DATA YMAX 0 1 ACCE 0 101( 4) 2.000000E+00 5.020000E+02 2.500000E-01 6.438968E+00 2.500000E-01 2.000000E+00 2.000000E+00 5.020000E+02 2.500000E-01 6.438968E+00 2.500000E-01 2.000000E+00 0 1 ACCE 0 149( 4) 2.000000E+00 5.020000E+02 1.527553E-01 5.020000E+02 3.915089E+00 1.198768E+01 2.000000E+00 5.020000E+02 1.527553E-01 5.020000E+02 3.915089E+00 1.198768E+01 1 SINE VIBRATION EXAMPLE MODEL JULY 12, 2001 MSC.NASTRAN 4/ 9/01 PAGE 50 48-ELEMENT CANTILEVER BEAM ON THE X-AXIS 0 Y-DIRECTION SINE INPUT * * * * D B D I C T P R I N T * * * * SUBDMAP = PRTSUM , DMAP STATEMENT NO. 28 0 * * * * A N A L Y S I S S U M M A R Y T A B L E * * * * 0 SEID PEID PROJ VERS APRCH SEMG SEMR SEKR SELG SELR MODES DYNRED SOLLIN PVALID SOLNL LOOPID DESIGN CYCLE SENSITIVITY -------------------------------------------------------------------------------------------------------------------------- 0 0 1 1 ' ' T T T T T T F T 0 F -1 0 F 0SEID = SUPERELEMENT ID. PEID = PRIMARY SUPERELEMENT ID OF IMAGE SUPERELEMENT. PROJ = PROJECT ID NUMBER. VERS = VERSION ID. APRCH = BLANK FOR STRUCTURAL ANALYSIS. HEAT FOR HEAT TRANSFER ANALYSIS. SEMG = STIFFNESS AND MASS MATRIX GENERATION STEP. SEMR = MASS MATRIX REDUCTION STEP (INCLUDES EIGENVALUE SOLUTION FOR MODES). SEKR = STIFFNESS MATRIX REDUCTION STEP. SELG = LOAD MATRIX GENERATION STEP. SELR = LOAD MATRIX REDUCTION STEP. MODES = T (TRUE) IF NORMAL MODES OR BUCKLING MODES CALCULATED. DYNRED = T (TRUE) MEANS GENERALIZED DYNAMIC AND/OR COMPONENT MODE REDUCTION PERFORMED. SOLLIN = T (TRUE) IF LINEAR SOLUTION EXISTS IN DATABASE. PVALID = P-DISTRIBUTION ID OF P-VALUE FOR P-ELEMENTS LOOPID = THE LAST LOOPID VALUE USED IN THE NONLINEAR ANALYSIS. USEFUL FOR RESTARTS. SOLNL = T (TRUE) IF NONLINEAR SOLUTION EXISTS IN DATABASE. DESIGN CYCLE = THE LAST DESIGN CYCLE (ONLY VALID IN OPTIMIZATION). SENSITIVITY = SENSITIVITY MATRIX GENERATION FLAG. 1 * * * END OF JOB * * *