# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 320
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 19.21
# Trailing edge coordinates (mm): x= 63.95  y= -19.03
#
#  x(mm)    y(mm)
   10.55     3.53
   10.87     3.62
   11.37     3.78
   11.88     3.91
   12.38     4.03
   12.89     4.03
   13.39     4.16
   13.89     4.16
   14.40     4.16
   14.91     4.16
   15.41     4.16
   15.91     4.16
   16.42     4.16
   16.92     4.10
   17.43     4.03
   17.93     3.97
   18.44     3.91
   18.94     3.78
   19.45     3.69
   19.95     3.59
   20.46     3.47
   20.96     3.34
   21.47     3.21
   21.97     3.09
   22.48     2.93
   22.98     2.81
   23.48     2.64
   23.99     2.49
   24.49     2.30
   25.00     2.11
   25.50     1.92
   26.01     1.73
   26.51     1.51
   27.02     1.32
   27.52     1.10
   28.03     0.94
   28.53     0.79
   29.04     0.60
   29.54     0.47
   30.05     0.31
   30.55     0.19
   31.06     0.06
   31.56    -0.07
   32.07    -0.16
   32.57    -0.26
   33.07    -0.38
   33.58    -0.41
   34.08    -0.51
   34.59    -0.64
   35.09    -0.76
   35.60    -0.89
   36.10    -1.02
   36.61    -1.14
   37.11    -1.27
   37.62    -1.39
   38.12    -1.55
   38.63    -1.71
   39.13    -1.86
   39.64    -2.05
   40.14    -2.24
   40.65    -2.46
   41.15    -2.65
   41.65    -2.84
   42.16    -3.06
   42.66    -3.25
   43.17    -3.47
   43.67    -3.66
   44.18    -3.85
   44.68    -4.07
   45.19    -4.23
   45.69    -4.36
   46.20    -4.51
   46.70    -4.70
   47.20    -4.86
   47.71    -5.11
   48.22    -5.37
   48.72    -5.55
   49.23    -5.81
   49.73    -6.06
   50.23    -6.34
   50.74    -6.66
   51.24    -7.01
   51.75    -7.38
   52.25    -7.76
   52.76    -8.14
   53.26    -8.52
   53.77    -8.90
   54.27    -9.28
   54.78    -9.78
   55.28   -10.19
   55.78   -10.66
   56.29   -11.17
   56.80   -11.67
   56.98   -11.87