$ Nastran bulk data written by FieldCraft
$ units: mm-t-s-N-MPa
SOL 101
CEND
TITLE = FieldCraft model
ECHO = NONE
SUBCASE 1
  SUBTITLE = Bend
  SPC = 1
  LOAD = 2
  DISPLACEMENT = ALL
  SPCFORCES = ALL
  STRESS = ALL
  STRAIN = ALL
BEGIN BULK
PARAM       POST      -1
PARAM    AUTOSPC     YES
$ nodes
GRID*                  1                              0.              0.
*                     0.
GRID*                  2                              0.              0.
*                     1.
GRID*                  3                              0.              1.
*                     0.
GRID*                  4                              0.              1.
*                     1.
GRID*                  5                              1.              0.
*                     0.
GRID*                  6                              1.              0.
*                     1.
GRID*                  7                              1.              1.
*                     0.
GRID*                  8                              1.              1.
*                     1.
GRID*                  9                              2.              0.
*                     0.
GRID*                 10                              2.              0.
*                     1.
GRID*                 11                              2.              1.
*                     0.
GRID*                 12                              2.              1.
*                     1.
GRID*                 13                              3.              0.
*                     0.
GRID*                 14                              3.              0.
*                     1.
GRID*                 15                              3.              1.
*                     0.
GRID*                 16                              3.              1.
*                     1.
$ materials
$ material Steel: MAT1 1
MAT1*                  1         210000.                             0.3
*                7.85E-9
$ properties
$ section bar: PSOLID 1
PSOLID         1       1             TWO            FULL
$ elements
CHEXA          1       1       1       5       7       3       2       6
               8       4
CHEXA          2       1       5       9      11       7       6      10
              12       8
CHEXA          3       1       9      13      15      11      10      14
              16      12
$ boundary conditions
$ step Bend: SPC 1
SPC1           1  123456       1       2       3       4
$ loads
$ load tip: FORCE 2
FORCE*                 2              13                              1.
*                     0.              0.            -25.
FORCE*                 2              14                              1.
*                     0.              0.            -25.
FORCE*                 2              15                              1.
*                     0.              0.            -25.
FORCE*                 2              16                              1.
*                     0.              0.            -25.
ENDDATA