# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 305
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 17.34
# Trailing edge coordinates (mm): x= 69.44  y= 12.76
#
#  x(mm)    y(mm)
   10.55     3.28
   10.87     3.44
   11.37     3.60
   11.88     3.72
   12.38     3.85
   12.89     4.00
   13.39     4.13
   13.89     4.26
   14.40     4.38
   14.91     4.48
   15.41     4.58
   15.91     4.67
   16.42     4.80
   16.92     4.83
   17.43     4.92
   17.93     4.92
   18.44     5.01
   18.94     5.05
   19.45     5.05
   19.95     5.05
   20.46     5.05
   20.96     5.05
   21.47     5.18
   21.97     5.18
   22.48     5.18
   22.98     5.18
   23.48     5.18
   23.99     5.21
   24.49     5.30
   25.00     5.30
   25.50     5.30
   26.01     5.30
   26.51     5.30
   27.02     5.43
   27.52     5.43
   28.03     5.43
   28.53     5.46
   29.04     5.55
   29.54     5.55
   30.05     5.55
   30.55     5.68
   31.06     5.68
   31.56     5.68
   32.07     5.68
   32.57     5.74
   33.07     5.81
   33.58     5.81
   34.08     5.87
   34.59     5.93
   35.09     5.93
   35.60     5.96
   36.10     6.06
   36.61     6.06
   37.11     6.09
   37.62     6.19
   38.12     6.19
   38.63     6.31
   39.13     6.34
   39.64     6.44
   40.14     6.50
   40.65     6.56
   41.15     6.65
   41.65     6.69
   42.16     6.72
   42.66     6.82
   43.17     6.82
   43.67     6.88
   44.18     6.94
   44.68     6.94
   45.19     7.07
   45.69     7.07
   46.20     7.13
   46.70     7.19
   47.20     7.25
   47.71     7.32
   48.22     7.32
   48.72     7.45
   49.23     7.45
   49.73     7.54
   50.23     7.60
   50.74     7.70
   51.24     7.76
   51.75     7.83
   52.25     7.95
   52.76     8.04
   53.26     8.11
   53.77     8.20
   54.27     8.33
   54.78     8.39
   55.28     8.49
   55.78     8.61
   56.29     8.74
   56.80     8.83
   57.30     8.96
   57.81     9.09
   58.31     9.21
   58.81     9.37
   59.32     9.53
   59.89     9.72