# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 55
#
# 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= 62.29  y= -3.11
#
#  x(mm)    y(mm)
   10.93    -2.78
   11.25    -2.84
   11.75    -2.97
   12.25    -3.06
   12.76    -3.16
   13.26    -3.19
   13.77    -3.29
   14.27    -3.29
   14.78    -3.38
   15.28    -3.41
   15.79    -3.38
   16.29    -3.29
   16.80    -3.22
   17.30    -3.16
   17.81    -3.03
   18.31    -2.97
   18.82    -2.84
   19.32    -2.69
   19.83    -2.46
   20.33    -2.31
   20.84    -2.08
   21.34    -1.83
   21.85    -1.58
   22.35    -1.29
   22.85    -1.01
   23.36    -0.66
   23.86    -0.32
   24.37     0.03
   24.87     0.41
   25.38     0.79
   25.88     1.20
   26.39     1.61
   26.89     2.08
   27.40     2.52
   27.90     2.96
   28.41     3.40
   28.91     3.85
   29.41     4.26
   29.92     4.67
   30.43     5.08
   30.93     5.49
   31.43     5.86
   31.94     6.21
   32.44     6.56
   32.95     6.91
   33.45     7.22
   33.96     7.54
   34.46     7.82
   34.97     8.07
   35.47     8.33
   35.98     8.58
   36.48     8.77
   36.98     8.99
   37.49     9.14
   38.00     9.30
   38.50     9.43
   39.00     9.58
   39.51     9.71
   40.01     9.84
   40.52     9.96
   41.02     9.96
   41.53    10.09
   42.03    10.09
   42.54    10.09
   43.04    10.21
   43.55    10.21
   44.05    10.21
   44.56    10.09
   45.06    10.09
   45.57    10.00
   46.07     9.87
   46.57     9.75
   47.08     9.62
   47.58     9.43
   48.09     9.27
   48.59     9.08
   49.10     8.89
   49.60     8.64
   50.11     8.39
   50.61     8.14
   51.12     7.85
   51.62     7.47
   52.13     7.13
   52.63     6.75
   53.14     6.37
   53.64     5.96
   54.15     5.49
   54.65     4.98
   55.16     4.48
   55.47     4.16