# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 315
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 15.40
# Trailing edge coordinates (mm): x= 68.88  y= 14.29
#
#  x(mm)    y(mm)
   10.68     2.90
   10.99     3.03
   11.50     3.16
   12.00     3.28
   12.51     3.41
   13.01     3.54
   13.52     3.66
   14.02     3.75
   14.53     3.82
   15.03     3.91
   15.54     4.04
   16.04     4.13
   16.55     4.20
   17.05     4.29
   17.56     4.38
   18.06     4.45
   18.56     4.55
   19.07     4.58
   19.57     4.67
   20.08     4.70
   20.58     4.80
   21.09     4.80
   21.59     4.89
   22.10     4.92
   22.60     4.95
   23.11     5.05
   23.61     5.08
   24.12     5.18
   24.62     5.18
   25.13     5.24
   25.63     5.30
   26.14     5.30
   26.64     5.30
   27.14     5.30
   27.65     5.30
   28.15     5.30
   28.66     5.30
   29.16     5.30
   29.67     5.30
   30.17     5.30
   30.68     5.30
   31.18     5.30
   31.69     5.30
   32.19     5.30
   32.69     5.30
   33.20     5.30
   33.70     5.30
   34.21     5.30
   34.72     5.30
   35.22     5.30
   35.72     5.30
   36.23     5.30
   36.73     5.30
   37.24     5.33
   37.74     5.43
   38.25     5.43
   38.75     5.43
   39.26     5.49
   39.76     5.55
   40.27     5.55
   40.77     5.64
   41.27     5.68
   41.78     5.68
   42.28     5.77
   42.79     5.81
   43.30     5.84
   43.80     5.93
   44.30     6.02
   44.81     6.09
   45.31     6.19
   45.82     6.28
   46.32     6.34
   46.83     6.47
   47.33     6.59
   47.84     6.72
   48.34     6.85
   48.85     6.97
   49.35     7.10
   49.85     7.22
   50.36     7.32
   50.86     7.45
   51.37     7.60
   51.87     7.73
   52.38     7.89
   52.88     8.04
   53.39     8.17
   53.89     8.36
   54.40     8.52
   54.90     8.74
   55.41     8.89
   55.91     9.05
   56.42     9.24
   56.92     9.40
   57.43     9.56
   57.93     9.78
   58.43     9.93
   58.94    10.16
   59.44    10.31
   59.63    10.35