*KEYWORD
$ loaded in 2 directions 
$ mat_003 behaves differently than mat_024.  Each IP fails independently in mat_003
$  whereas all IP fail together in mat_024 when avg. Epspl reaches failure value
*PART

$1,1,3
1,1,24
*database_extent_binary

,,4
$*damping_global
$,50
*TITLE
beam.cantil.k
*database_elout
0.001
*database_history_beam
101
*CONTROL_TERMINATION
0.2
*DATABASE_BINARY_D3PLOT
 0.0001
*mat_003
         3 3.00000-4 1.00000+7 0.2000000         5     1000.
,,6e-3
*MAT_piecewise_linear_plasticity
        24 3.00000-4 1.00000+7 0.2000000         5     1000.   6.e-3



*SECTION_BEAM
         1         1 0.0000000 2.0000000 0.0000000
$ 1.0000000 1.0000000 1.0000000 1.0000000
4,4,4,4
*NODE
       5 0.000000000E+00 1.000000000E+00 0.000000000E+00       0       0
*node
101,0
102,3
103,6
104,9
105,12
106,15
107,18
108,21
109,24
110,27
111,30
*ELEMENT_BEAM
101,1,101,102,5
$102,1,102,103,5
$103,1,103,104,5
$104,1,104,105,5
$105,1,105,106,5
$106,1,106,107,5
$107,1,107,108,5
$108,1,108,109,5
$109,1,109,110,5
$110,1,110,111,5
*BOUNDARY_SPC_NODE
       101         0         1         1         1         1         1         1
*DEFINE_CURVE
         1         0 3.
      0.00000000E+00      0.00000000E+00
      1.00000001E-01      100.
      1.00000000E+00      100.
*LOAD_NODE_POINT
$       111         2         1   
$       111         3         1   
       102         2         1   
       102         3         1   
*END