# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 120
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -19.52
# Trailing edge coordinates (mm): x= 68.17  y= -11.60
#
#  x(mm)    y(mm)
   10.84    -3.86
   11.17    -4.02
   11.70    -4.19
   12.23    -4.42
   12.77    -4.62
   13.30    -4.85
   13.83    -5.08
   14.36    -5.29
   14.89    -5.52
   15.43    -5.72
   15.96    -5.95
   16.49    -6.18
   17.02    -6.38
   17.55    -6.58
   18.09    -6.81
   18.62    -7.05
   19.15    -7.24
   19.68    -7.48
   20.21    -7.68
   20.74    -7.91
   21.28    -8.11
   21.81    -8.31
   22.34    -8.51
   22.87    -8.71
   23.40    -8.94
   23.94    -9.14
   24.47    -9.37
   25.00    -9.58
   25.53    -9.77
   26.06   -10.00
   26.60   -10.24
   27.13   -10.44
   27.66   -10.67
   28.19   -10.87
   28.72   -11.10
   29.26   -11.30
   29.79   -11.50
   30.32   -11.70
   30.85   -11.90
   31.38   -12.10
   31.91   -12.30
   32.45   -12.47
   32.98   -12.66
   33.51   -12.80
   34.04   -12.96
   34.57   -13.13
   35.11   -13.30
   35.64   -13.46
   36.17   -13.63
   36.70   -13.76
   37.23   -13.89
   37.77   -13.99
   38.30   -14.13
   38.83   -14.23
   39.36   -14.36
   39.89   -14.43
   40.43   -14.50
   40.96   -14.60
   41.49   -14.63
   42.02   -14.66
   42.55   -14.76
   43.08   -14.76
   43.62   -14.76
   44.15   -14.86
   44.68   -14.89
   45.21   -14.89
   45.74   -14.89
   46.28   -14.89
   46.81   -14.89
   47.34   -14.89
   47.87   -14.89
   48.40   -14.89
   48.94   -14.89
   49.47   -14.89
   50.00   -14.89
   50.53   -14.82
   51.06   -14.76
   51.59   -14.76
   52.13   -14.69
   52.66   -14.63
   53.19   -14.56
   53.72   -14.50
   54.25   -14.36
   54.79   -14.29
   55.32   -14.23
   55.85   -14.10
   56.38   -13.99
   56.91   -13.89
   57.45   -13.80
   57.98   -13.70
   58.25   -13.62