$ Nastran bulk data written by FieldCraft
$ units: mm-t-s-N-MPa
SOL 101
CEND
TITLE = FieldCraft model
ECHO = NONE
SUBCASE 1
  SUBTITLE = Sag
  SPC = 1
  LOAD = 4
  DISPLACEMENT = ALL
  SPCFORCES = ALL
  STRESS = ALL
  STRAIN = ALL
BEGIN BULK
PARAM       POST      -1
PARAM    AUTOSPC     YES
$ nodes
GRID*                  1                              0.              0.
*                     0.
GRID*                  2                              5.              0.
*                     0.
GRID*                  3                             10.              0.
*                     0.
GRID*                  4                              0.              5.
*                     0.
GRID*                  5                              5.              5.
*                     0.
GRID*                  6                             10.              5.
*                     0.
GRID*                  7                              0.             10.
*                     0.
GRID*                  8                              5.             10.
*                     0.
GRID*                  9                             10.             10.
*                     0.
$ materials
$ material Aluminium: MAT1 1
MAT1*                  1          70000.                            0.33
*                 2.7E-9
$ properties
$ section skin: PSHELL 1
PSHELL*                1               1              2.               1
*                                      1
$ elements
CQUAD4         1       1       1       2       5       4
CQUAD4         2       1       2       3       6       5
CQUAD4         3       1       4       5       8       7
CQUAD4         4       1       5       6       9       8
$ boundary conditions
$ step Sag: SPC 1
SPC1           1  123456       1       4       7
$ loads
$ load press: PLOAD4 2
PLOAD4*                2               1           -0.01
PLOAD4*                2               2           -0.01
PLOAD4*                2               3           -0.01
PLOAD4*                2               4           -0.01
$ load weight: GRAV 3
GRAV*                  3                              1.              0.
*                     0.          -9810.
LOAD*                  4              1.              1.               2
*                     1.               3
ENDDATA