# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 255
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.21
# Trailing edge coordinates (mm): x= 68.84  y= -0.22
#
#  x(mm)    y(mm)
   10.43     3.41
   10.74     3.60
   11.25     3.75
   11.75     3.97
   12.25     4.13
   12.76     4.35
   13.26     4.51
   13.77     4.70
   14.27     4.86
   14.78     4.98
   15.28     5.14
   15.79     5.30
   16.29     5.43
   16.80     5.55
   17.30     5.68
   17.81     5.81
   18.31     5.93
   18.82     6.02
   19.32     6.15
   19.83     6.28
   20.33     6.40
   20.84     6.50
   21.34     6.59
   21.85     6.69
   22.35     6.82
   22.85     6.88
   23.36     6.94
   23.86     7.07
   24.37     7.10
   24.87     7.19
   25.38     7.28
   25.88     7.32
   26.39     7.41
   26.89     7.45
   27.40     7.45
   27.90     7.57
   28.41     7.57
   28.91     7.57
   29.41     7.66
   29.92     7.70
   30.43     7.70
   30.93     7.73
   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     7.83
   36.48     7.70
   36.98     7.70
   37.49     7.70
   38.00     7.63
   38.50     7.57
   39.00     7.57
   39.51     7.54
   40.01     7.45
   40.52     7.45
   41.02     7.35
   41.53     7.32
   42.03     7.22
   42.54     7.19
   43.04     7.07
   43.55     7.03
   44.05     6.94
   44.56     6.85
   45.06     6.78
   45.57     6.69
   46.07     6.56
   46.57     6.44
   47.08     6.34
   47.58     6.25
   48.09     6.12
   48.59     6.02
   49.10     5.93
   49.60     5.81
   50.11     5.68
   50.61     5.55
   51.12     5.43
   51.62     5.30
   52.13     5.18
   52.63     5.05
   53.14     4.92
   53.64     4.76
   54.15     4.64
   54.65     4.48
   55.16     4.32
   55.66     4.13
   56.16     3.97
   56.67     3.82
   57.17     3.63
   57.68     3.47
   58.18     3.31
   58.69     3.12
   59.13     3.03