# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 305
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 22.92
# Trailing edge coordinates (mm): x= 65.79  y= -16.67
#
#  x(mm)    y(mm)
   10.17     4.16
   10.49     4.35
   10.99     4.54
   11.50     4.70
   12.00     4.79
   12.51     4.92
   13.01     5.01
   13.52     5.04
   14.02     5.04
   14.53     5.04
   15.03     5.01
   15.54     4.92
   16.04     4.92
   16.55     4.79
   17.05     4.73
   17.56     4.63
   18.06     4.51
   18.56     4.38
   19.07     4.25
   19.57     4.10
   20.08     3.91
   20.58     3.72
   21.09     3.56
   21.59     3.34
   22.10     3.09
   22.60     2.90
   23.11     2.68
   23.61     2.46
   24.12     2.21
   24.62     1.95
   25.13     1.70
   25.63     1.51
   26.14     1.26
   26.64     1.01
   27.14     0.76
   27.65     0.57
   28.15     0.31
   28.66     0.06
   29.16    -0.19
   29.67    -0.38
   30.17    -0.63
   30.68    -0.82
   31.18    -1.08
   31.69    -1.26
   32.19    -1.52
   32.69    -1.77
   33.20    -1.99
   33.70    -2.21
   34.21    -2.43
   34.72    -2.59
   35.22    -2.81
   35.72    -2.97
   36.23    -3.16
   36.73    -3.41
   37.24    -3.66
   37.74    -3.88
   38.25    -4.10
   38.75    -4.33
   39.26    -4.54
   39.76    -4.73
   40.27    -4.99
   40.77    -5.18
   41.27    -5.40
   41.78    -5.62
   42.28    -5.84
   42.79    -6.03
   43.30    -6.25
   43.80    -6.40
   44.30    -6.63
   44.81    -6.82
   45.31    -7.01
   45.82    -7.19
   46.32    -7.38
   46.83    -7.64
   47.33    -7.89
   47.84    -8.14
   48.34    -8.39
   48.85    -8.65
   49.35    -8.90
   49.85    -9.15
   50.36    -9.40
   50.86    -9.66
   51.37    -9.84
   51.87   -10.03
   52.38   -10.22
   52.88   -10.41
   53.39   -10.60
   53.89   -10.82
   54.40   -11.04
   54.90   -11.30
   55.41   -11.55
   55.91   -11.80
   56.42   -12.05
   56.86   -12.24