# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 140
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -14.82
# Trailing edge coordinates (mm): x= 68.16  y= -19.90
#
#  x(mm)    y(mm)
   10.97    -2.79
   11.30    -2.89
   11.84    -3.06
   12.37    -3.22
   12.90    -3.36
   13.43    -3.52
   13.96    -3.65
   14.50    -3.82
   15.03    -3.96
   15.56    -4.12
   16.09    -4.29
   16.62    -4.45
   17.15    -4.59
   17.69    -4.76
   18.22    -4.95
   18.75    -5.08
   19.28    -5.25
   19.81    -5.42
   20.35    -5.62
   20.88    -5.78
   21.41    -5.95
   21.94    -6.15
   22.47    -6.31
   23.01    -6.48
   23.54    -6.68
   24.07    -6.85
   24.60    -7.05
   25.13    -7.24
   25.66    -7.41
   26.20    -7.61
   26.73    -7.78
   27.26    -7.95
   27.79    -8.14
   28.32    -8.31
   28.86    -8.51
   29.39    -8.71
   29.92    -8.88
   30.45    -9.11
   30.98    -9.28
   31.52    -9.47
   32.05    -9.64
   32.58    -9.87
   33.11   -10.04
   33.64   -10.21
   34.18   -10.44
   34.71   -10.61
   35.24   -10.80
   35.77   -11.00
   36.30   -11.20
   36.83   -11.37
   37.37   -11.54
   37.90   -11.70
   38.43   -11.87
   38.96   -12.03
   39.49   -12.16
   40.03   -12.33
   40.56   -12.50
   41.09   -12.66
   41.62   -12.80
   42.15   -12.93
   42.69   -13.06
   43.22   -13.23
   43.75   -13.36
   44.28   -13.49
   44.81   -13.63
   45.35   -13.76
   45.88   -13.93
   46.41   -14.06
   46.94   -14.20
   47.47   -14.33
   48.00   -14.46
   48.54   -14.63
   49.07   -14.76
   49.60   -14.89
   50.13   -15.03
   50.66   -15.16
   51.20   -15.29
   51.73   -15.43
   52.26   -15.56
   52.79   -15.72
   53.32   -15.86
   53.86   -15.99
   54.39   -16.12
   54.92   -16.25
   55.45   -16.39
   55.98   -16.55
   56.52   -16.69
   57.05   -16.86
   57.58   -17.02
   58.11   -17.18
   58.40   -17.21