# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 235
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 14.65
# Trailing edge coordinates (mm): x= 62.36  y= 2.78
#
#  x(mm)    y(mm)
   10.68     2.77
   10.99     2.84
   11.50     2.96
   12.00     3.09
   12.51     3.15
   13.01     3.27
   13.52     3.34
   14.02     3.40
   14.53     3.40
   15.03     3.40
   15.54     3.40
   16.04     3.40
   16.55     3.40
   17.05     3.31
   17.56     3.27
   18.06     3.15
   18.56     3.09
   19.07     2.99
   19.57     2.84
   20.08     2.68
   20.58     2.46
   21.09     2.21
   21.59     2.02
   22.10     1.76
   22.60     1.51
   23.11     1.26
   23.61     0.98
   24.12     0.63
   24.62     0.28
   25.13    -0.10
   25.63    -0.47
   26.14    -0.85
   26.64    -1.23
   27.14    -1.61
   27.65    -2.02
   28.15    -2.46
   28.66    -2.87
   29.16    -3.35
   29.67    -3.85
   30.17    -4.36
   30.68    -4.83
   31.18    -5.24
   31.69    -5.68
   32.19    -6.09
   32.69    -6.47
   33.20    -6.88
   33.70    -7.22
   34.21    -7.57
   34.72    -7.89
   35.22    -8.14
   35.72    -8.39
   36.23    -8.65
   36.73    -8.87
   37.24    -9.05
   37.74    -9.28
   38.25    -9.47
   38.75    -9.66
   39.26    -9.78
   39.76    -9.88
   40.27    -9.97
   40.77   -10.06
   41.27   -10.10
   41.78   -10.13
   42.28   -10.23
   42.79   -10.23
   43.30   -10.19
   43.80   -10.10
   44.30   -10.10
   44.81    -9.97
   45.31    -9.94
   45.82    -9.85
   46.32    -9.72
   46.83    -9.56
   47.33    -9.40
   47.84    -9.25
   48.34    -9.05
   48.85    -8.90
   49.35    -8.65
   49.85    -8.39
   50.36    -8.14
   50.86    -7.82
   51.37    -7.54
   51.87    -7.19
   52.38    -6.85
   52.88    -6.47
   53.39    -6.06
   53.89    -5.62
   54.40    -5.21
   54.90    -4.73
   55.34    -4.30