# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 355
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 2.45
# Trailing edge coordinates (mm): x= 60.18  y= -16.84
#
#  x(mm)    y(mm)
   11.18     0.50
   11.50     0.50
   12.00     0.50
   12.51     0.50
   13.01     0.63
   13.52     0.63
   14.02     0.66
   14.53     0.75
   15.03     0.75
   15.54     0.88
   16.04     0.91
   16.55     1.00
   17.05     1.10
   17.56     1.20
   18.06     1.29
   18.56     1.38
   19.07     1.51
   19.57     1.63
   20.08     1.76
   20.58     1.89
   21.09     2.01
   21.59     2.14
   22.10     2.27
   22.60     2.39
   23.11     2.49
   23.61     2.58
   24.12     2.68
   24.62     2.77
   25.13     2.87
   25.63     2.93
   26.14     3.02
   26.64     3.09
   27.14     3.15
   27.65     3.15
   28.15     3.27
   28.66     3.27
   29.16     3.27
   29.67     3.34
   30.17     3.40
   30.68     3.40
   31.18     3.44
   31.69     3.53
   32.19     3.53
   32.69     3.53
   33.20     3.53
   33.70     3.53
   34.21     3.53
   34.72     3.53
   35.22     3.53
   35.72     3.53
   36.23     3.53
   36.73     3.53
   37.24     3.47
   37.74     3.40
   38.25     3.40
   38.75     3.31
   39.26     3.27
   39.76     3.24
   40.27     3.15
   40.77     3.15
   41.27     3.02
   41.78     2.96
   42.28     2.90
   42.79     2.77
   43.30     2.71
   43.80     2.58
   44.30     2.46
   44.81     2.33
   45.31     2.18
   45.82     1.98
   46.32     1.83
   46.83     1.60
   47.33     1.42
   47.84     1.20
   48.34     0.97
   48.85     0.76
   49.35     0.50
   49.85     0.25
   50.36    -0.00
   50.86    -0.35
   51.37    -0.66
   51.87    -1.04
   52.38    -1.42
   52.88    -1.83
   53.39    -2.34
   53.89    -2.84
   54.40    -3.44
   54.90    -4.07
   55.41    -4.83
   55.91    -5.68
   56.42    -6.69
   56.73    -7.45