! ----------------------------------------------------------------------
! M07 - English course download: 07_start.mac
! Follow the matching English lesson for explanations and task details.
! Commands, parameter names, file names, CSV keys, and result tokens are preserved.
! ----------------------------------------------------------------------

/CLEAR,START                        ! Turn results into validation evidence.
/FILNAME,m07_start,1
/UNITS,SI

beam_l=1.0
beam_h=0.10
beam_b=0.05
mesh_h=0.05
young=210E9
nu=0.30
tip_force=-1000

! TODO 1: rebuild and solve the audited M06 case.
! TODO 2: check that a set exists and activate SET,LAST.
!         /POST1 opens postprocessing; SET,LAST loads the last solved result.
! TODO 3: compute mean, min, and max UY of tip_nodes.
!         *GET,NODE,...,U,Y extracts nodal displacements from the active set.
! TODO 4: keep the value of the geometric node (L,0,0).
! TODO 5: compute uy_ref with Euler-Bernoulli.
! TODO 6: extract top and bottom S,X at x=0.2*beam_l.
!         *GET,NODE,...,S,X reads normal stress in the system set by RSYS.
! TODO 7: revalidate force and moment equilibrium.
! TODO 8: generate m07_validation_audit.csv.
! TODO 9 (optional): PLDISP/PLNSOL/PLESOL document contours; they do not replace *GET.
!
! References:
! uy_corner with KEYOPT(2)=3=-3.79470E-4 m
! uy_ref=-3.80952381E-4 m
! sigma_ref at x=0.2*L=9.60000E6 Pa

FINISH