# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 310
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 16.56
# Trailing edge coordinates (mm): x= 69.17  y= 13.54
#
#  x(mm)    y(mm)
   10.55     3.16
   10.87     3.22
   11.37     3.37
   11.88     3.54
   12.38     3.69
   12.89     3.82
   13.39     3.94
   13.89     4.07
   14.40     4.20
   14.91     4.32
   15.41     4.42
   15.91     4.51
   16.42     4.58
   16.92     4.67
   17.43     4.76
   17.93     4.80
   18.44     4.83
   18.94     4.92
   19.45     4.92
   19.95     4.92
   20.46     5.01
   20.96     5.05
   21.47     5.05
   21.97     5.05
   22.48     5.05
   22.98     5.05
   23.48     5.18
   23.99     5.18
   24.49     5.18
   25.00     5.18
   25.50     5.18
   26.01     5.18
   26.51     5.18
   27.02     5.18
   27.52     5.18
   28.03     5.27
   28.53     5.30
   29.04     5.30
   29.54     5.30
   30.05     5.30
   30.55     5.33
   31.06     5.43
   31.56     5.43
   32.07     5.43
   32.57     5.55
   33.07     5.55
   33.58     5.55
   34.08     5.55
   34.59     5.68
   35.09     5.68
   35.60     5.71
   36.10     5.81
   36.61     5.81
   37.11     5.93
   37.62     5.93
   38.12     5.93
   38.63     6.06
   39.13     6.06
   39.64     6.12
   40.14     6.19
   40.65     6.25
   41.15     6.31
   41.65     6.31
   42.16     6.40
   42.66     6.44
   43.17     6.47
   43.67     6.56
   44.18     6.59
   44.68     6.69
   45.19     6.75
   45.69     6.82
   46.20     6.88
   46.70     6.94
   47.20     7.03
   47.71     7.10
   48.22     7.19
   48.72     7.28
   49.23     7.35
   49.73     7.45
   50.23     7.54
   50.74     7.57
   51.24     7.70
   51.75     7.76
   52.25     7.86
   52.76     7.98
   53.26     8.08
   53.77     8.20
   54.27     8.33
   54.78     8.46
   55.28     8.61
   55.78     8.74
   56.29     8.89
   56.80     9.02
   57.30     9.18
   57.81     9.30
   58.31     9.50
   58.81     9.62
   59.32     9.78
   59.76     9.97