# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 255
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 18.28
# Trailing edge coordinates (mm): x= 64.09  y= -2.67
#
#  x(mm)    y(mm)
   10.68     3.53
   10.99     3.59
   11.50     3.75
   12.00     3.94
   12.51     4.10
   13.01     4.19
   13.52     4.28
   14.02     4.38
   14.53     4.41
   15.03     4.41
   15.54     4.41
   16.04     4.41
   16.55     4.41
   17.05     4.41
   17.56     4.28
   18.06     4.28
   18.56     4.16
   19.07     4.10
   19.57     3.97
   20.08     3.82
   20.58     3.69
   21.09     3.47
   21.59     3.28
   22.10     3.03
   22.60     2.77
   23.11     2.52
   23.61     2.27
   24.12     1.92
   24.62     1.61
   25.13     1.26
   25.63     0.88
   26.14     0.47
   26.64     0.06
   27.14    -0.35
   27.65    -0.82
   28.15    -1.23
   28.66    -1.71
   29.16    -2.21
   29.67    -2.72
   30.17    -3.31
   30.68    -3.85
   31.18    -4.36
   31.69    -4.86
   32.19    -5.27
   32.69    -5.71
   33.20    -6.12
   33.70    -6.56
   34.21    -6.94
   34.72    -7.35
   35.22    -7.76
   35.72    -8.14
   36.23    -8.49
   36.73    -8.80
   37.24    -9.09
   37.74    -9.34
   38.25    -9.53
   38.75    -9.75
   39.26    -9.94
   39.76   -10.16
   40.27   -10.32
   40.77   -10.44
   41.27   -10.57
   41.78   -10.63
   42.28   -10.73
   42.79   -10.82
   43.30   -10.86
   43.80   -10.86
   44.30   -10.86
   44.81   -10.86
   45.31   -10.76
   45.82   -10.73
   46.32   -10.73
   46.83   -10.60
   47.33   -10.57
   47.84   -10.44
   48.34   -10.32
   48.85   -10.19
   49.35   -10.06
   49.85    -9.91
   50.36    -9.75
   50.86    -9.56
   51.37    -9.37
   51.87    -9.18
   52.38    -8.96
   52.88    -8.71
   53.39    -8.46
   53.89    -8.20
   54.40    -7.95
   54.90    -7.70
   55.34    -7.45