# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 270
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.91
# Trailing edge coordinates (mm): x= 69.54  y= 4.10
#
#  x(mm)    y(mm)
   10.43     3.66
   10.74     3.78
   11.25     3.97
   11.75     4.13
   12.25     4.32
   12.76     4.48
   13.26     4.67
   13.77     4.86
   14.27     5.01
   14.78     5.21
   15.28     5.36
   15.79     5.52
   16.29     5.64
   16.80     5.77
   17.30     5.90
   17.81     6.02
   18.31     6.15
   18.82     6.28
   19.32     6.40
   19.83     6.50
   20.33     6.59
   20.84     6.69
   21.34     6.82
   21.85     6.91
   22.35     6.97
   22.85     7.07
   23.36     7.13
   23.86     7.19
   24.37     7.32
   24.87     7.32
   25.38     7.45
   25.88     7.45
   26.39     7.48
   26.89     7.57
   27.40     7.57
   27.90     7.57
   28.41     7.70
   28.91     7.70
   29.41     7.70
   29.92     7.70
   30.43     7.70
   30.93     7.70
   31.43     7.70
   31.94     7.70
   32.44     7.70
   32.95     7.70
   33.45     7.70
   33.96     7.70
   34.46     7.70
   34.97     7.70
   35.47     7.70
   35.98     7.70
   36.48     7.66
   36.98     7.57
   37.49     7.57
   38.00     7.57
   38.50     7.48
   39.00     7.45
   39.51     7.41
   40.01     7.32
   40.52     7.28
   41.02     7.19
   41.53     7.19
   42.03     7.10
   42.54     7.07
   43.04     7.07
   43.55     6.94
   44.05     6.94
   44.56     6.82
   45.06     6.75
   45.57     6.69
   46.07     6.62
   46.57     6.56
   47.08     6.50
   47.58     6.44
   48.09     6.44
   48.59     6.34
   49.10     6.31
   49.60     6.28
   50.11     6.19
   50.61     6.15
   51.12     6.06
   51.62     6.06
   52.13     5.99
   52.63     5.93
   53.14     5.93
   53.64     5.93
   54.15     5.87
   54.65     5.81
   55.16     5.81
   55.66     5.81
   56.16     5.68
   56.67     5.68
   57.17     5.64
   57.68     5.55
   58.18     5.52
   58.69     5.43
   59.19     5.39
   59.51     5.30