# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 350
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 4.87
# Trailing edge coordinates (mm): x= 60.46  y= -17.88
#
#  x(mm)    y(mm)
   11.06     0.88
   11.37     0.88
   11.88     0.88
   12.38     0.88
   12.89     1.00
   13.39     1.00
   13.89     1.13
   14.40     1.20
   14.91     1.29
   15.41     1.38
   15.91     1.51
   16.42     1.63
   16.92     1.73
   17.43     1.83
   17.93     1.95
   18.44     2.01
   18.94     2.14
   19.45     2.18
   19.95     2.27
   20.46     2.33
   20.96     2.39
   21.47     2.46
   21.97     2.52
   22.48     2.58
   22.98     2.64
   23.48     2.64
   23.99     2.71
   24.49     2.77
   25.00     2.77
   25.50     2.77
   26.01     2.90
   26.51     2.90
   27.02     2.90
   27.52     2.93
   28.03     3.02
   28.53     3.02
   29.04     3.02
   29.54     3.12
   30.05     3.15
   30.55     3.15
   31.06     3.15
   31.56     3.15
   32.07     3.15
   32.57     3.15
   33.07     3.15
   33.58     3.15
   34.08     3.15
   34.59     3.09
   35.09     3.02
   35.60     3.02
   36.10     2.96
   36.61     2.90
   37.11     2.90
   37.62     2.84
   38.12     2.77
   38.63     2.74
   39.13     2.64
   39.64     2.55
   40.14     2.49
   40.65     2.39
   41.15     2.27
   41.65     2.18
   42.16     2.11
   42.66     1.98
   43.17     1.86
   43.67     1.73
   44.18     1.60
   44.68     1.45
   45.19     1.32
   45.69     1.17
   46.20     0.94
   46.70     0.79
   47.20     0.60
   47.71     0.38
   48.22     0.19
   48.72    -0.07
   49.23    -0.32
   49.73    -0.57
   50.23    -0.82
   50.74    -1.08
   51.24    -1.42
   51.75    -1.80
   52.25    -2.18
   52.76    -2.59
   53.26    -3.09
   53.77    -3.60
   54.27    -4.20
   54.78    -4.80
   55.28    -5.43
   55.78    -6.25
   56.29    -7.19
   56.86    -8.59