# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 330
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 14.92
# Trailing edge coordinates (mm): x= 62.65  y= -19.55
#
#  x(mm)    y(mm)
   10.68     2.64
   10.99     2.77
   11.50     2.90
   12.00     3.02
   12.51     3.15
   13.01     3.24
   13.52     3.31
   14.02     3.40
   14.53     3.44
   15.03     3.53
   15.54     3.53
   16.04     3.53
   16.55     3.53
   17.05     3.53
   17.56     3.53
   18.06     3.53
   18.56     3.53
   19.07     3.44
   19.57     3.40
   20.08     3.40
   20.58     3.31
   21.09     3.27
   21.59     3.24
   22.10     3.15
   22.60     3.06
   23.11     2.99
   23.61     2.87
   24.12     2.74
   24.62     2.61
   25.13     2.49
   25.63     2.33
   26.14     2.18
   26.64     2.05
   27.14     1.89
   27.65     1.76
   28.15     1.63
   28.66     1.51
   29.16     1.38
   29.67     1.26
   30.17     1.13
   30.68     1.00
   31.18     0.91
   31.69     0.79
   32.19     0.66
   32.69     0.60
   33.20     0.50
   33.70     0.41
   34.21     0.31
   34.72     0.25
   35.22     0.12
   35.72     0.03
   36.23    -0.07
   36.73    -0.16
   37.24    -0.26
   37.74    -0.35
   38.25    -0.38
   38.75    -0.51
   39.26    -0.57
   39.76    -0.64
   40.27    -0.76
   40.77    -0.85
   41.27    -0.95
   41.78    -1.05
   42.28    -1.14
   42.79    -1.27
   43.30    -1.36
   43.80    -1.48
   44.30    -1.65
   44.81    -1.80
   45.31    -1.99
   45.82    -2.21
   46.32    -2.40
   46.83    -2.65
   47.33    -2.90
   47.84    -3.16
   48.34    -3.44
   48.85    -3.72
   49.35    -4.04
   49.85    -4.29
   50.36    -4.64
   50.86    -4.99
   51.37    -5.33
   51.87    -5.68
   52.38    -6.09
   52.88    -6.50
   53.39    -6.91
   53.89    -7.38
   54.40    -7.76
   54.90    -8.33
   55.41    -8.93
   55.91    -9.56
   56.42   -10.22
   56.92   -10.92
   57.11   -11.24