# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 265
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.80
# Trailing edge coordinates (mm): x= 69.40  y= 2.66
#
#  x(mm)    y(mm)
   10.43     3.54
   10.74     3.72
   11.25     3.88
   11.75     4.07
   12.25     4.26
   12.76     4.45
   13.26     4.61
   13.77     4.79
   14.27     4.98
   14.78     5.11
   15.28     5.27
   15.79     5.43
   16.29     5.58
   16.80     5.71
   17.30     5.84
   17.81     5.96
   18.31     6.09
   18.82     6.22
   19.32     6.34
   19.83     6.44
   20.33     6.56
   20.84     6.65
   21.34     6.72
   21.85     6.82
   22.35     6.91
   22.85     7.00
   23.36     7.07
   23.86     7.19
   24.37     7.25
   24.87     7.32
   25.38     7.45
   25.88     7.45
   26.39     7.57
   26.89     7.57
   27.40     7.57
   27.90     7.70
   28.41     7.70
   28.91     7.70
   29.41     7.79
   29.92     7.83
   30.43     7.83
   30.93     7.83
   31.43     7.83
   31.94     7.83
   32.44     7.83
   32.95     7.83
   33.45     7.83
   33.96     7.83
   34.46     7.83
   34.97     7.83
   35.47     7.83
   35.98     7.73
   36.48     7.70
   36.98     7.70
   37.49     7.70
   38.00     7.70
   38.50     7.66
   39.00     7.57
   39.51     7.57
   40.01     7.51
   40.52     7.45
   41.02     7.41
   41.53     7.32
   42.03     7.28
   42.54     7.19
   43.04     7.13
   43.55     7.07
   44.05     7.00
   44.56     6.94
   45.06     6.85
   45.57     6.82
   46.07     6.72
   46.57     6.65
   47.08     6.56
   47.58     6.47
   48.09     6.40
   48.59     6.31
   49.10     6.22
   49.60     6.19
   50.11     6.06
   50.61     6.06
   51.12     5.93
   51.62     5.90
   52.13     5.81
   52.63     5.74
   53.14     5.68
   53.64     5.58
   54.15     5.52
   54.65     5.43
   55.16     5.36
   55.66     5.30
   56.16     5.18
   56.67     5.08
   57.17     4.98
   57.68     4.89
   58.18     4.80
   58.69     4.70
   59.19     4.64
   59.51     4.55