# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 190
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 4.06
# Trailing edge coordinates (mm): x= 65.93  y= -14.09
#
#  x(mm)    y(mm)
   11.06     0.76
   11.37     0.89
   11.88     0.89
   12.38     1.01
   12.89     1.01
   13.39     1.14
   13.89     1.14
   14.40     1.14
   14.91     1.14
   15.41     1.14
   15.91     1.14
   16.42     1.23
   16.92     1.26
   17.43     1.26
   17.93     1.26
   18.44     1.39
   18.94     1.39
   19.45     1.39
   19.95     1.45
   20.46     1.52
   20.96     1.52
   21.47     1.58
   21.97     1.64
   22.48     1.67
   22.98     1.77
   23.48     1.83
   23.99     1.90
   24.49     1.90
   25.00     1.99
   25.50     2.02
   26.01     2.05
   26.51     2.15
   27.02     2.21
   27.52     2.27
   28.03     2.36
   28.53     2.40
   29.04     2.53
   29.54     2.53
   30.05     2.53
   30.55     2.62
   31.06     2.65
   31.56     2.65
   32.07     2.65
   32.57     2.65
   33.07     2.65
   33.58     2.65
   34.08     2.65
   34.59     2.53
   35.09     2.53
   35.60     2.53
   36.10     2.43
   36.61     2.40
   37.11     2.40
   37.62     2.27
   38.12     2.27
   38.63     2.15
   39.13     2.08
   39.64     1.99
   40.14     1.90
   40.65     1.77
   41.15     1.64
   41.65     1.48
   42.16     1.35
   42.66     1.20
   43.17     1.04
   43.67     0.85
   44.18     0.69
   44.68     0.54
   45.19     0.32
   45.69     0.16
   46.20    -0.03
   46.70    -0.25
   47.20    -0.51
   47.71    -0.76
   48.22    -0.98
   48.72    -1.20
   49.23    -1.45
   49.73    -1.70
   50.23    -1.96
   50.74    -2.21
   51.24    -2.49
   51.75    -2.78
   52.25    -3.09
   52.76    -3.41
   53.26    -3.76
   53.77    -4.07
   54.27    -4.42
   54.78    -4.77
   55.28    -5.14
   55.78    -5.52
   56.29    -5.90
   56.80    -6.31
   57.30    -6.75
   57.81    -7.19
   58.25    -7.57