# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 150
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -12.21
# Trailing edge coordinates (mm): x= 66.86  y= -22.94
#
#  x(mm)    y(mm)
   11.11    -2.39
   11.44    -2.42
   11.97    -2.53
   12.50    -2.66
   13.03    -2.76
   13.56    -2.86
   14.10    -2.96
   14.63    -3.06
   15.16    -3.19
   15.69    -3.33
   16.22    -3.43
   16.76    -3.52
   17.29    -3.65
   17.82    -3.75
   18.35    -3.89
   18.88    -4.02
   19.42    -4.15
   19.95    -4.29
   20.48    -4.42
   21.01    -4.52
   21.54    -4.66
   22.07    -4.79
   22.61    -4.92
   23.14    -5.05
   23.67    -5.19
   24.20    -5.35
   24.73    -5.52
   25.27    -5.65
   25.80    -5.82
   26.33    -6.05
   26.86    -6.22
   27.39    -6.41
   27.93    -6.62
   28.46    -6.81
   28.99    -6.98
   29.52    -7.21
   30.05    -7.38
   30.58    -7.61
   31.12    -7.78
   31.65    -7.98
   32.18    -8.18
   32.71    -8.35
   33.24    -8.57
   33.78    -8.74
   34.31    -8.97
   34.84    -9.11
   35.37    -9.34
   35.90    -9.51
   36.44    -9.71
   36.97    -9.90
   37.50   -10.07
   38.03   -10.24
   38.56   -10.40
   39.10   -10.57
   39.63   -10.74
   40.16   -10.93
   40.69   -11.10
   41.22   -11.33
   41.75   -11.50
   42.29   -11.70
   42.82   -11.90
   43.35   -12.10
   43.88   -12.30
   44.41   -12.47
   44.95   -12.66
   45.48   -12.83
   46.01   -13.00
   46.54   -13.20
   47.07   -13.36
   47.61   -13.53
   48.14   -13.70
   48.67   -13.86
   49.20   -14.03
   49.73   -14.26
   50.27   -14.43
   50.80   -14.66
   51.33   -14.82
   51.86   -15.09
   52.39   -15.32
   52.92   -15.56
   53.46   -15.83
   53.99   -16.09
   54.52   -16.36
   55.05   -16.55
   55.58   -16.82
   56.12   -17.08
   56.65   -17.35
   57.18   -17.62
   57.71   -17.88
   58.11   -18.09