# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 35
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -10.77
# Trailing edge coordinates (mm): x= 61.14  y= -8.21
#
#  x(mm)    y(mm)
   11.06    -2.02
   11.37    -2.08
   11.88    -2.15
   12.38    -2.21
   12.89    -2.28
   13.39    -2.28
   13.89    -2.28
   14.40    -2.28
   14.91    -2.28
   15.41    -2.15
   15.91    -2.15
   16.42    -2.02
   16.92    -1.93
   17.43    -1.83
   17.93    -1.71
   18.44    -1.58
   18.94    -1.42
   19.45    -1.23
   19.95    -1.08
   20.46    -0.85
   20.96    -0.67
   21.47    -0.44
   21.97    -0.19
   22.48     0.06
   22.98     0.31
   23.48     0.57
   23.99     0.82
   24.49     1.07
   25.00     1.32
   25.50     1.61
   26.01     1.89
   26.51     2.24
   27.02     2.52
   27.52     2.84
   28.03     3.15
   28.53     3.47
   29.04     3.78
   29.54     4.13
   30.05     4.45
   30.55     4.79
   31.06     5.11
   31.56     5.42
   32.07     5.74
   32.57     5.99
   33.07     6.31
   33.58     6.56
   34.08     6.81
   34.59     7.03
   35.09     7.25
   35.60     7.44
   36.10     7.63
   36.61     7.79
   37.11     7.91
   37.62     8.11
   38.12     8.23
   38.63     8.39
   39.13     8.45
   39.64     8.57
   40.14     8.57
   40.65     8.64
   41.15     8.70
   41.65     8.70
   42.16     8.70
   42.66     8.70
   43.17     8.67
   43.67     8.57
   44.18     8.48
   44.68     8.39
   45.19     8.26
   45.69     8.14
   46.20     7.98
   46.70     7.79
   47.20     7.63
   47.71     7.38
   48.22     7.13
   48.72     6.84
   49.23     6.56
   49.73     6.24
   50.23     5.90
   50.74     5.52
   51.24     5.11
   51.75     4.70
   52.25     4.22
   52.76     3.72
   53.26     3.21
   53.77     2.58
   54.27     1.99
   54.78     1.32
   55.28     0.63
   55.60     0.12