# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 65
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -28.71
# Trailing edge coordinates (mm): x= 63.57  y= 7.29
#
#  x(mm)    y(mm)
    9.78    -5.59
   10.11    -5.72
   10.64    -6.05
   11.17    -6.31
   11.70    -6.58
   12.23    -6.81
   12.77    -7.02
   13.30    -7.24
   13.83    -7.48
   14.36    -7.68
   14.89    -7.88
   15.43    -8.04
   15.96    -8.25
   16.49    -8.44
   17.02    -8.61
   17.55    -8.81
   18.09    -8.97
   18.62    -9.11
   19.15    -9.24
   19.68    -9.37
   20.21    -9.47
   20.74    -9.58
   21.28    -9.71
   21.81    -9.77
   22.34    -9.87
   22.87    -9.97
   23.40   -10.07
   23.94   -10.14
   24.47   -10.24
   25.00   -10.30
   25.53   -10.37
   26.06   -10.37
   26.60   -10.37
   27.13   -10.51
   27.66   -10.51
   28.19   -10.51
   28.72   -10.51
   29.26   -10.51
   29.79   -10.51
   30.32   -10.51
   30.85   -10.51
   31.38   -10.51
   31.91   -10.37
   32.45   -10.37
   32.98   -10.34
   33.51   -10.24
   34.04   -10.14
   34.57   -10.07
   35.11    -9.94
   35.64    -9.81
   36.17    -9.71
   36.70    -9.58
   37.23    -9.44
   37.77    -9.31
   38.30    -9.14
   38.83    -9.01
   39.36    -8.84
   39.89    -8.67
   40.43    -8.44
   40.96    -8.28
   41.49    -8.04
   42.02    -7.85
   42.55    -7.58
   43.08    -7.31
   43.62    -7.05
   44.15    -6.78
   44.68    -6.52
   45.21    -6.18
   45.74    -5.91
   46.28    -5.65
   46.81    -5.32
   47.34    -5.05
   47.87    -4.72
   48.40    -4.39
   48.94    -4.02
   49.47    -3.69
   50.00    -3.33
   50.53    -2.93
   51.06    -2.56
   51.59    -2.16
   52.13    -1.76
   52.66    -1.36
   53.19    -0.93
   53.72    -0.50
   54.25    -0.10
   54.79     0.33
   55.32     0.73
   55.63     1.04