# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 355
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 2.43
# Trailing edge coordinates (mm): x= 66.54  y= 15.87
#
#  x(mm)    y(mm)
   11.06     0.51
   11.37     0.51
   11.88     0.51
   12.38     0.51
   12.89     0.51
   13.39     0.51
   13.89     0.51
   14.40     0.51
   14.91     0.51
   15.41     0.51
   15.91     0.47
   16.42     0.38
   16.92     0.38
   17.43     0.38
   17.93     0.38
   18.44     0.38
   18.94     0.38
   19.45     0.38
   19.95     0.32
   20.46     0.26
   20.96     0.26
   21.47     0.26
   21.97     0.26
   22.48     0.26
   22.98     0.26
   23.48     0.26
   23.99     0.26
   24.49     0.19
   25.00     0.13
   25.50     0.13
   26.01     0.13
   26.51     0.13
   27.02     0.13
   27.52     0.13
   28.03     0.13
   28.53     0.13
   29.04     0.13
   29.54     0.13
   30.05     0.13
   30.55     0.13
   31.06     0.13
   31.56     0.16
   32.07     0.26
   32.57     0.26
   33.07     0.26
   33.58     0.26
   34.08     0.26
   34.59     0.26
   35.09     0.35
   35.60     0.38
   36.10     0.38
   36.61     0.51
   37.11     0.51
   37.62     0.63
   38.12     0.63
   38.63     0.76
   39.13     0.76
   39.64     0.89
   40.14     0.89
   40.65     1.01
   41.15     1.04
   41.65     1.14
   42.16     1.23
   42.66     1.35
   43.17     1.48
   43.67     1.58
   44.18     1.70
   44.68     1.83
   45.19     1.99
   45.69     2.18
   46.20     2.33
   46.70     2.49
   47.20     2.68
   47.71     2.87
   48.22     3.06
   48.72     3.25
   49.23     3.47
   49.73     3.72
   50.23     3.97
   50.74     4.23
   51.24     4.54
   51.75     4.79
   52.25     5.05
   52.76     5.33
   53.26     5.61
   53.77     5.93
   54.27     6.18
   54.78     6.53
   55.28     6.84
   55.78     7.22
   56.29     7.63
   56.80     8.01
   57.30     8.42
   57.81     8.80
   58.31     9.21
   58.75     9.59