# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 345
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 6.04
# Trailing edge coordinates (mm): x= 66.90  y= 16.26
#
#  x(mm)    y(mm)
   11.18     1.14
   11.50     1.17
   12.00     1.26
   12.51     1.26
   13.01     1.32
   13.52     1.39
   14.02     1.39
   14.53     1.45
   15.03     1.52
   15.54     1.52
   16.04     1.58
   16.55     1.64
   17.05     1.64
   17.56     1.64
   18.06     1.64
   18.56     1.64
   19.07     1.64
   19.57     1.64
   20.08     1.64
   20.58     1.64
   21.09     1.64
   21.59     1.64
   22.10     1.64
   22.60     1.64
   23.11     1.64
   23.61     1.52
   24.12     1.52
   24.62     1.52
   25.13     1.52
   25.63     1.45
   26.14     1.39
   26.64     1.39
   27.14     1.39
   27.65     1.39
   28.15     1.39
   28.66     1.39
   29.16     1.39
   29.67     1.39
   30.17     1.39
   30.68     1.39
   31.18     1.39
   31.69     1.39
   32.19     1.39
   32.69     1.39
   33.20     1.39
   33.70     1.39
   34.21     1.39
   34.72     1.39
   35.22     1.39
   35.72     1.42
   36.23     1.52
   36.73     1.52
   37.24     1.58
   37.74     1.64
   38.25     1.64
   38.75     1.73
   39.26     1.77
   39.76     1.86
   40.27     1.93
   40.77     2.02
   41.27     2.15
   41.78     2.24
   42.28     2.36
   42.79     2.49
   43.30     2.62
   43.80     2.74
   44.30     2.87
   44.81     2.99
   45.31     3.19
   45.82     3.31
   46.32     3.47
   46.83     3.66
   47.33     3.85
   47.84     4.07
   48.34     4.26
   48.85     4.48
   49.35     4.70
   49.85     4.89
   50.36     5.11
   50.86     5.33
   51.37     5.55
   51.87     5.80
   52.38     6.09
   52.88     6.37
   53.39     6.62
   53.89     6.94
   54.40     7.19
   54.90     7.44
   55.41     7.73
   55.91     8.07
   56.42     8.36
   56.92     8.70
   57.43     9.05
   57.93     9.37
   58.43     9.71
   59.00    10.10