# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 130
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -17.15
# Trailing edge coordinates (mm): x= 68.74  y= -16.06
#
#  x(mm)    y(mm)
   10.84    -3.33
   11.17    -3.39
   11.70    -3.56
   12.23    -3.75
   12.77    -3.92
   13.30    -4.12
   13.83    -4.32
   14.36    -4.49
   14.89    -4.69
   15.43    -4.89
   15.96    -5.08
   16.49    -5.25
   17.02    -5.42
   17.55    -5.62
   18.09    -5.78
   18.62    -5.95
   19.15    -6.18
   19.68    -6.35
   20.21    -6.58
   20.74    -6.75
   21.28    -6.98
   21.81    -7.18
   22.34    -7.38
   22.87    -7.58
   23.40    -7.78
   23.94    -8.01
   24.47    -8.21
   25.00    -8.41
   25.53    -8.61
   26.06    -8.81
   26.60    -9.04
   27.13    -9.24
   27.66    -9.51
   28.19    -9.71
   28.72    -9.94
   29.26   -10.17
   29.79   -10.37
   30.32   -10.57
   30.85   -10.77
   31.38   -10.97
   31.91   -11.17
   32.45   -11.37
   32.98   -11.54
   33.51   -11.73
   34.04   -11.90
   34.57   -12.13
   35.11   -12.30
   35.64   -12.47
   36.17   -12.66
   36.70   -12.83
   37.23   -12.96
   37.77   -13.13
   38.30   -13.27
   38.83   -13.43
   39.36   -13.56
   39.89   -13.70
   40.43   -13.83
   40.96   -13.93
   41.49   -14.03
   42.02   -14.13
   42.55   -14.23
   43.08   -14.36
   43.62   -14.43
   44.15   -14.50
   44.68   -14.63
   45.21   -14.69
   45.74   -14.76
   46.28   -14.82
   46.81   -14.89
   47.34   -14.99
   47.87   -15.03
   48.40   -15.13
   48.94   -15.16
   49.47   -15.16
   50.00   -15.29
   50.53   -15.29
   51.06   -15.29
   51.59   -15.32
   52.13   -15.43
   52.66   -15.43
   53.19   -15.43
   53.72   -15.46
   54.25   -15.56
   54.79   -15.56
   55.32   -15.56
   55.85   -15.56
   56.38   -15.62
   56.91   -15.69
   57.45   -15.69
   57.98   -15.69
   58.62   -15.69