# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 105
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -23.22
# Trailing edge coordinates (mm): x= 66.66  y= -5.27
#
#  x(mm)    y(mm)
   10.44    -4.66
   10.77    -4.79
   11.30    -4.98
   11.84    -5.25
   12.37    -5.52
   12.90    -5.78
   13.43    -5.98
   13.96    -6.25
   14.50    -6.52
   15.03    -6.71
   15.56    -6.95
   16.09    -7.15
   16.62    -7.38
   17.15    -7.64
   17.69    -7.91
   18.22    -8.11
   18.75    -8.31
   19.28    -8.54
   19.81    -8.74
   20.35    -8.97
   20.88    -9.18
   21.41    -9.41
   21.94    -9.64
   22.47    -9.84
   23.01   -10.04
   23.54   -10.24
   24.07   -10.44
   24.60   -10.70
   25.13   -10.90
   25.66   -11.10
   26.20   -11.27
   26.73   -11.50
   27.26   -11.67
   27.79   -11.87
   28.32   -12.03
   28.86   -12.20
   29.39   -12.37
   29.92   -12.53
   30.45   -12.70
   30.98   -12.83
   31.52   -12.96
   32.05   -13.10
   32.58   -13.23
   33.11   -13.36
   33.64   -13.49
   34.18   -13.63
   34.71   -13.70
   35.24   -13.83
   35.77   -13.93
   36.30   -13.99
   36.83   -14.10
   37.37   -14.10
   37.90   -14.20
   38.43   -14.23
   38.96   -14.23
   39.49   -14.23
   40.03   -14.23
   40.56   -14.23
   41.09   -14.23
   41.62   -14.23
   42.15   -14.23
   42.69   -14.23
   43.22   -14.13
   43.75   -14.10
   44.28   -14.10
   44.81   -13.99
   45.35   -13.93
   45.88   -13.83
   46.41   -13.70
   46.94   -13.59
   47.47   -13.46
   48.00   -13.36
   48.54   -13.23
   49.07   -13.10
   49.60   -12.96
   50.13   -12.80
   50.66   -12.60
   51.20   -12.43
   51.73   -12.23
   52.26   -12.03
   52.79   -11.84
   53.32   -11.63
   53.86   -11.37
   54.39   -11.17
   54.92   -10.93
   55.45   -10.70
   55.98   -10.44
   56.52   -10.17
   57.05    -9.97
   57.50    -9.69