# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 125
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -18.32
# Trailing edge coordinates (mm): x= 68.64  y= -13.99
#
#  x(mm)    y(mm)
   10.71    -3.46
   11.04    -3.62
   11.57    -3.79
   12.10    -3.99
   12.63    -4.19
   13.17    -4.39
   13.70    -4.59
   14.23    -4.79
   14.76    -4.98
   15.29    -5.19
   15.82    -5.38
   16.36    -5.59
   16.89    -5.78
   17.42    -5.98
   17.95    -6.18
   18.48    -6.41
   19.02    -6.65
   19.55    -6.85
   20.08    -7.08
   20.61    -7.28
   21.14    -7.51
   21.68    -7.68
   22.21    -7.91
   22.74    -8.08
   23.27    -8.31
   23.80    -8.51
   24.34    -8.71
   24.87    -8.94
   25.40    -9.14
   25.93    -9.37
   26.46    -9.58
   26.99    -9.81
   27.53   -10.04
   28.06   -10.24
   28.59   -10.47
   29.12   -10.70
   29.65   -10.87
   30.19   -11.10
   30.72   -11.27
   31.25   -11.50
   31.78   -11.67
   32.31   -11.87
   32.85   -12.07
   33.38   -12.26
   33.91   -12.43
   34.44   -12.60
   34.97   -12.77
   35.51   -12.93
   36.04   -13.10
   36.57   -13.27
   37.10   -13.40
   37.63   -13.53
   38.16   -13.66
   38.70   -13.80
   39.23   -13.93
   39.76   -14.03
   40.29   -14.13
   40.82   -14.26
   41.36   -14.36
   41.89   -14.50
   42.42   -14.53
   42.95   -14.63
   43.48   -14.63
   44.02   -14.76
   44.55   -14.76
   45.08   -14.82
   45.61   -14.89
   46.14   -14.89
   46.67   -14.96
   47.21   -15.03
   47.74   -15.03
   48.27   -15.03
   48.80   -15.03
   49.33   -15.03
   49.87   -15.03
   50.40   -15.03
   50.93   -15.03
   51.46   -15.03
   51.99   -15.03
   52.53   -15.03
   53.06   -15.03
   53.59   -15.03
   54.12   -14.92
   54.65   -14.89
   55.19   -14.89
   55.72   -14.89
   56.25   -14.89
   56.78   -14.86
   57.31   -14.76
   57.84   -14.76
   58.54   -14.71