# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 45
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -12.73
# Trailing edge coordinates (mm): x= 61.67  y= -5.53
#
#  x(mm)    y(mm)
   10.93    -2.40
   11.25    -2.46
   11.75    -2.56
   12.25    -2.66
   12.76    -2.72
   13.26    -2.78
   13.77    -2.84
   14.27    -2.91
   14.78    -2.91
   15.28    -2.84
   15.79    -2.78
   16.29    -2.78
   16.80    -2.66
   17.30    -2.59
   17.81    -2.49
   18.31    -2.37
   18.82    -2.24
   19.32    -2.08
   19.83    -1.89
   20.33    -1.71
   20.84    -1.52
   21.34    -1.26
   21.85    -0.98
   22.35    -0.70
   22.85    -0.44
   23.36    -0.13
   23.86     0.16
   24.37     0.50
   24.87     0.79
   25.38     1.13
   25.88     1.48
   26.39     1.83
   26.89     2.21
   27.40     2.62
   27.90     3.03
   28.41     3.47
   28.91     3.85
   29.41     4.26
   29.92     4.64
   30.43     5.02
   30.93     5.39
   31.43     5.71
   31.94     6.05
   32.44     6.40
   32.95     6.72
   33.45     7.00
   33.96     7.25
   34.46     7.50
   34.97     7.76
   35.47     8.01
   35.98     8.23
   36.48     8.39
   36.98     8.61
   37.49     8.77
   38.00     8.89
   38.50     9.02
   39.00     9.14
   39.51     9.27
   40.01     9.40
   40.52     9.46
   41.02     9.46
   41.53     9.58
   42.03     9.58
   42.54     9.58
   43.04     9.58
   43.55     9.58
   44.05     9.49
   44.56     9.46
   45.06     9.33
   45.57     9.24
   46.07     9.11
   46.57     8.92
   47.08     8.80
   47.58     8.64
   48.09     8.39
   48.59     8.14
   49.10     7.88
   49.60     7.57
   50.11     7.29
   50.61     6.94
   51.12     6.62
   51.62     6.24
   52.13     5.80
   52.63     5.36
   53.14     4.86
   53.64     4.35
   54.15     3.85
   54.65     3.21
   55.16     2.58
   55.34     2.39