# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 260
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 18.57
# Trailing edge coordinates (mm): x= 69.06  y= 1.23
#
#  x(mm)    y(mm)
   10.30     3.41
   10.62     3.50
   11.12     3.72
   11.63     3.88
   12.13     4.10
   12.63     4.26
   13.14     4.48
   13.64     4.64
   14.15     4.83
   14.65     4.98
   15.16     5.14
   15.66     5.30
   16.17     5.46
   16.67     5.58
   17.18     5.71
   17.68     5.84
   18.19     5.96
   18.69     6.09
   19.19     6.19
   19.70     6.31
   20.20     6.44
   20.71     6.53
   21.21     6.59
   21.72     6.69
   22.22     6.82
   22.73     6.91
   23.23     6.97
   23.74     7.07
   24.24     7.16
   24.75     7.19
   25.25     7.32
   25.76     7.32
   26.26     7.45
   26.77     7.45
   27.27     7.48
   27.77     7.57
   28.28     7.57
   28.78     7.57
   29.29     7.57
   29.79     7.70
   30.30     7.70
   30.80     7.70
   31.31     7.70
   31.81     7.70
   32.32     7.83
   32.82     7.83
   33.33     7.83
   33.83     7.83
   34.34     7.83
   34.84     7.83
   35.34     7.83
   35.85     7.83
   36.35     7.73
   36.86     7.70
   37.36     7.70
   37.87     7.70
   38.37     7.63
   38.88     7.57
   39.38     7.57
   39.89     7.45
   40.39     7.45
   40.90     7.35
   41.40     7.32
   41.91     7.22
   42.41     7.19
   42.92     7.10
   43.42     7.03
   43.93     6.94
   44.43     6.88
   44.93     6.82
   45.44     6.69
   45.94     6.62
   46.45     6.56
   46.95     6.44
   47.46     6.37
   47.96     6.28
   48.47     6.19
   48.97     6.06
   49.48     5.96
   49.98     5.87
   50.49     5.77
   50.99     5.68
   51.50     5.55
   52.00     5.46
   52.50     5.36
   53.01     5.24
   53.52     5.11
   54.02     4.98
   54.52     4.86
   55.03     4.73
   55.53     4.61
   56.04     4.48
   56.54     4.35
   57.05     4.23
   57.55     4.10
   58.06     3.94
   58.56     3.82
   59.07     3.69
   59.26     3.66