# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 185
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 2.25
# Trailing edge coordinates (mm): x= 65.96  y= -14.65
#
#  x(mm)    y(mm)
   11.06     0.51
   11.37     0.51
   11.88     0.51
   12.38     0.63
   12.89     0.63
   13.39     0.63
   13.89     0.63
   14.40     0.63
   14.91     0.63
   15.41     0.63
   15.91     0.63
   16.42     0.63
   16.92     0.63
   17.43     0.72
   17.93     0.76
   18.44     0.76
   18.94     0.76
   19.45     0.79
   19.95     0.89
   20.46     0.89
   20.96     0.98
   21.47     1.01
   21.97     1.07
   22.48     1.14
   22.98     1.14
   23.48     1.23
   23.99     1.26
   24.49     1.26
   25.00     1.39
   25.50     1.39
   26.01     1.45
   26.51     1.52
   27.02     1.52
   27.52     1.61
   28.03     1.64
   28.53     1.64
   29.04     1.77
   29.54     1.77
   30.05     1.80
   30.55     1.90
   31.06     1.90
   31.56     1.90
   32.07     1.90
   32.57     1.90
   33.07     1.90
   33.58     1.90
   34.08     1.90
   34.59     1.90
   35.09     1.86
   35.60     1.77
   36.10     1.77
   36.61     1.67
   37.11     1.64
   37.62     1.61
   38.12     1.52
   38.63     1.45
   39.13     1.32
   39.64     1.23
   40.14     1.14
   40.65     1.04
   41.15     0.95
   41.65     0.85
   42.16     0.72
   42.66     0.60
   43.17     0.44
   43.67     0.29
   44.18     0.09
   44.68    -0.06
   45.19    -0.29
   45.69    -0.44
   46.20    -0.66
   46.70    -0.88
   47.20    -1.14
   47.71    -1.33
   48.22    -1.58
   48.72    -1.77
   49.23    -2.02
   49.73    -2.30
   50.23    -2.59
   50.74    -2.90
   51.24    -3.16
   51.75    -3.41
   52.25    -3.69
   52.76    -4.04
   53.26    -4.39
   53.77    -4.70
   54.27    -5.08
   54.78    -5.46
   55.28    -5.84
   55.78    -6.22
   56.29    -6.59
   56.80    -7.00
   57.30    -7.42
   57.81    -7.89
   58.25    -8.20