Cantilever beam I

This is a first example of a cantilever beam with concentrated mass subjected to power spectral density. *DATABASE_FREQUENCY_BINARY_D3PSD and *DATABASE_FREQUENCY_BINARY_D3RMS are defined to get output. Example 6.2 from LS-Dyna training class NVH, Fatigue and Frequency Domain Analysis with LS-DYNA by Yun Huang.

*BOUNDARY_SPC_NODE
*CONTROL_IMPLICIT_EIGENVALUE
*CONTROL_IMPLICIT_GENERAL
*CONTROL_SOLUTION
*CONTROL_TERMINATION
*DATABASE_BINARY_D3PLOT
*DATABASE_EXTENT_BINARY
*DATABASE_FREQUENCY_BINARY_D3PSD
*DATABASE_FREQUENCY_BINARY_D3RMS
*DATABASE_HISTORY_BEAM
*DATABASE_HISTORY_NODE
*DATABASE_SPCFORC
*DEFINE_CURVE_TITLE
*ELEMENT_BEAM_ORIENTATION
*ELEMENT_MASS
*END
*FREQUENCY_DOMAIN_RANDOM_VIBRATION
*KEYWORD  
*MAT_ELASTIC
*NODE
*PART
*SECTION_BEAM_TITLE
*TITLE

*KEYWORD  
*TITLE
PSD of Simple Beam with End Mass                                                
*FREQUENCY_DOMAIN_RANDOM_VIBRATION
         1         1                             
    0.0238
         1         1                        

                             2         1
*DATABASE_FREQUENCY_BINARY_D3PSD
         1
       80.      120.       401
*DATABASE_FREQUENCY_BINARY_D3RMS
         1
*CONTROL_IMPLICIT_EIGENVALUE
         1     0.000         0-1.000E+29         01.0000E+29         2     0.000
         0         0         0         0        1 
*DATABASE_HISTORY_NODE
         1         2         3         4         5
*DATABASE_HISTORY_BEAM
         1         2         4         5         6
*CONTROL_IMPLICIT_GENERAL
         1  1.000000         2         1         2         0         0         1
*CONTROL_SOLUTION
         0         0         0         0
*CONTROL_TERMINATION
  1.000000         0     0.000     0.000     0.000
*DATABASE_SPCFORC
  0.100000         0         0         1
*DATABASE_BINARY_D3PLOT
  0.100000         0         0         0         0
         0
*DATABASE_EXTENT_BINARY
         0         0         3         0         1         1         1         1
         0         0         0         1         1         1         2         1
         0         0  1.000000         0         0         0STRESS    STRESS    
*BOUNDARY_SPC_NODE
         1         0         1         1         1         1         1         1
*PART
FEMAP Property 1 Beam                                                           
         1         1         1         0         0         0         0         0
*SECTION_BEAM_TITLE
0.25x2" Beam Cross-Section
         1         1  0.853430         5         0     0.000     0.000
  0.250000  0.250000  2.000000  2.000000     0.000     0.000
*MAT_ELASTIC
         1     0.000 1.0000E+7  0.330000     0.000     0.000         0
*DEFINE_CURVE_TITLE
PSD Curve
         1         0  1.000000  1.000000     0.000     0.000         0
          80.0000000        29800.000000
         120.0000000        29800.000000
*ELEMENT_BEAM_ORIENTATION
*ELEMENT_MASS
       3       2       0.0012953       0
*NODE
*END