# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 250
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 17.73
# Trailing edge coordinates (mm): x= 68.47  y= -1.73
#
#  x(mm)    y(mm)
   10.55     3.28
   10.87     3.47
   11.37     3.63
   11.88     3.82
   12.38     3.97
   12.89     4.20
   13.39     4.35
   13.89     4.51
   14.40     4.70
   14.91     4.83
   15.41     4.95
   15.91     5.11
   16.42     5.24
   16.92     5.36
   17.43     5.49
   17.93     5.61
   18.44     5.74
   18.94     5.87
   19.45     5.93
   19.95     6.06
   20.46     6.15
   20.96     6.25
   21.47     6.34
   21.97     6.47
   22.48     6.56
   22.98     6.65
   23.48     6.72
   23.99     6.82
   24.49     6.91
   25.00     6.97
   25.50     7.07
   26.01     7.10
   26.51     7.19
   27.02     7.19
   27.52     7.28
   28.03     7.32
   28.53     7.32
   29.04     7.35
   29.54     7.45
   30.05     7.45
   30.55     7.45
   31.06     7.45
   31.56     7.57
   32.07     7.57
   32.57     7.57
   33.07     7.57
   33.58     7.57
   34.08     7.57
   34.59     7.57
   35.09     7.57
   35.60     7.57
   36.10     7.57
   36.61     7.57
   37.11     7.57
   37.62     7.51
   38.12     7.45
   38.63     7.45
   39.13     7.32
   39.64     7.32
   40.14     7.19
   40.65     7.16
   41.15     7.07
   41.65     6.97
   42.16     6.94
   42.66     6.82
   43.17     6.78
   43.67     6.69
   44.18     6.59
   44.68     6.53
   45.19     6.44
   45.69     6.31
   46.20     6.19
   46.70     6.06
   47.20     5.93
   47.71     5.81
   48.22     5.68
   48.72     5.55
   49.23     5.43
   49.73     5.27
   50.23     5.11
   50.74     4.98
   51.24     4.83
   51.75     4.64
   52.25     4.48
   52.76     4.32
   53.26     4.13
   53.77     3.97
   54.27     3.82
   54.78     3.63
   55.28     3.47
   55.78     3.31
   56.29     3.09
   56.80     2.93
   57.30     2.74
   57.81     2.56
   58.31     2.33
   58.81     2.11
   59.13     2.02