# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 340
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 9.88
# Trailing edge coordinates (mm): x= 61.24  y= -18.95
#
#  x(mm)    y(mm)
   10.93     1.89
   11.25     1.89
   11.75     2.01
   12.25     2.08
   12.76     2.14
   13.26     2.27
   13.77     2.30
   14.27     2.39
   14.78     2.39
   15.28     2.49
   15.79     2.52
   16.29     2.52
   16.80     2.55
   17.30     2.64
   17.81     2.64
   18.31     2.64
   18.82     2.64
   19.32     2.68
   19.83     2.77
   20.33     2.77
   20.84     2.77
   21.34     2.77
   21.85     2.77
   22.35     2.77
   22.85     2.77
   23.36     2.77
   23.86     2.77
   24.37     2.77
   24.87     2.77
   25.38     2.77
   25.88     2.77
   26.39     2.77
   26.89     2.77
   27.40     2.64
   27.90     2.64
   28.41     2.64
   28.91     2.64
   29.41     2.64
   29.92     2.52
   30.43     2.52
   30.93     2.39
   31.43     2.36
   31.94     2.27
   32.44     2.24
   32.95     2.14
   33.45     2.08
   33.96     2.01
   34.46     1.89
   34.97     1.80
   35.47     1.70
   35.98     1.60
   36.48     1.51
   36.98     1.42
   37.49     1.32
   38.00     1.23
   38.50     1.13
   39.00     1.00
   39.51     0.94
   40.01     0.88
   40.52     0.75
   41.02     0.66
   41.53     0.57
   42.03     0.47
   42.54     0.37
   43.04     0.25
   43.55     0.16
   44.05     0.03
   44.56    -0.10
   45.06    -0.22
   45.57    -0.41
   46.07    -0.54
   46.57    -0.70
   47.08    -0.85
   47.58    -1.05
   48.09    -1.26
   48.59    -1.52
   49.10    -1.77
   49.60    -2.05
   50.11    -2.37
   50.61    -2.72
   51.12    -3.09
   51.62    -3.47
   52.13    -3.91
   52.63    -4.36
   53.14    -4.83
   53.64    -5.24
   54.15    -5.74
   54.65    -6.37
   55.16    -6.94
   55.66    -7.76
   56.16    -8.58
   56.67    -9.59
   56.86    -9.97