# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 295
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.38
# Trailing edge coordinates (mm): x= 69.77  y= 10.69
#
#  x(mm)    y(mm)
   10.43     3.41
   10.74     3.50
   11.25     3.72
   11.75     3.91
   12.25     4.10
   12.76     4.32
   13.26     4.48
   13.77     4.64
   14.27     4.80
   14.78     4.92
   15.28     5.05
   15.79     5.18
   16.29     5.24
   16.80     5.30
   17.30     5.43
   17.81     5.43
   18.31     5.55
   18.82     5.55
   19.32     5.64
   19.83     5.68
   20.33     5.77
   20.84     5.81
   21.34     5.84
   21.85     5.93
   22.35     5.93
   22.85     5.93
   23.36     5.99
   23.86     6.06
   24.37     6.06
   24.87     6.06
   25.38     6.06
   25.88     6.06
   26.39     6.06
   26.89     6.06
   27.40     6.06
   27.90     6.06
   28.41     6.06
   28.91     6.06
   29.41     6.06
   29.92     6.12
   30.43     6.19
   30.93     6.19
   31.43     6.19
   31.94     6.19
   32.44     6.19
   32.95     6.19
   33.45     6.25
   33.96     6.31
   34.46     6.31
   34.97     6.31
   35.47     6.31
   35.98     6.40
   36.48     6.44
   36.98     6.44
   37.49     6.44
   38.00     6.44
   38.50     6.44
   39.00     6.50
   39.51     6.56
   40.01     6.56
   40.52     6.62
   41.02     6.69
   41.53     6.69
   42.03     6.72
   42.54     6.82
   43.04     6.82
   43.55     6.82
   44.05     6.94
   44.56     6.94
   45.06     6.94
   45.57     7.00
   46.07     7.07
   46.57     7.07
   47.08     7.07
   47.58     7.19
   48.09     7.19
   48.59     7.25
   49.10     7.32
   49.60     7.41
   50.11     7.45
   50.61     7.54
   51.12     7.57
   51.62     7.66
   52.13     7.70
   52.63     7.79
   53.14     7.83
   53.64     7.92
   54.15     7.95
   54.65     8.04
   55.16     8.08
   55.66     8.17
   56.16     8.20
   56.67     8.29
   57.17     8.33
   57.68     8.42
   58.18     8.46
   58.69     8.55
   59.19     8.61
   59.70     8.71
   59.89     8.71