# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 290
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.68
# Trailing edge coordinates (mm): x= 69.90  y= 9.51
#
#  x(mm)    y(mm)
   10.55     3.66
   10.87     3.72
   11.37     3.91
   11.88     4.10
   12.38     4.32
   12.89     4.51
   13.39     4.70
   13.89     4.86
   14.40     5.01
   14.91     5.14
   15.41     5.30
   15.91     5.43
   16.42     5.52
   16.92     5.61
   17.43     5.71
   17.93     5.81
   18.44     5.84
   18.94     5.93
   19.45     5.93
   19.95     5.93
   20.46     6.06
   20.96     6.06
   21.47     6.06
   21.97     6.15
   22.48     6.19
   22.98     6.19
   23.48     6.19
   23.99     6.19
   24.49     6.19
   25.00     6.19
   25.50     6.19
   26.01     6.19
   26.51     6.19
   27.02     6.19
   27.52     6.19
   28.03     6.19
   28.53     6.19
   29.04     6.28
   29.54     6.31
   30.05     6.31
   30.55     6.31
   31.06     6.31
   31.56     6.31
   32.07     6.31
   32.57     6.40
   33.07     6.44
   33.58     6.44
   34.08     6.44
   34.59     6.44
   35.09     6.44
   35.60     6.47
   36.10     6.56
   36.61     6.56
   37.11     6.56
   37.62     6.56
   38.12     6.59
   38.63     6.69
   39.13     6.69
   39.64     6.69
   40.14     6.69
   40.65     6.69
   41.15     6.78
   41.65     6.82
   42.16     6.82
   42.66     6.82
   43.17     6.94
   43.67     6.94
   44.18     6.94
   44.68     6.94
   45.19     6.97
   45.69     7.07
   46.20     7.07
   46.70     7.07
   47.20     7.07
   47.71     7.19
   48.22     7.19
   48.72     7.19
   49.23     7.25
   49.73     7.32
   50.23     7.32
   50.74     7.35
   51.24     7.45
   51.75     7.45
   52.25     7.45
   52.76     7.51
   53.26     7.57
   53.77     7.57
   54.27     7.57
   54.78     7.60
   55.28     7.70
   55.78     7.70
   56.29     7.70
   56.80     7.83
   57.30     7.83
   57.81     7.95
   58.31     7.95
   58.81     8.04
   59.32     8.08
   59.89     8.20