# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 25
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -8.36
# Trailing edge coordinates (mm): x= 60.63  y= -10.66
#
#  x(mm)    y(mm)
   11.06    -1.52
   11.37    -1.55
   11.88    -1.65
   12.38    -1.65
   12.89    -1.65
   13.39    -1.65
   13.89    -1.65
   14.40    -1.61
   14.91    -1.52
   15.41    -1.52
   15.91    -1.39
   16.42    -1.33
   16.92    -1.23
   17.43    -1.11
   17.93    -0.95
   18.44    -0.82
   18.94    -0.63
   19.45    -0.44
   19.95    -0.25
   20.46    -0.07
   20.96     0.09
   21.47     0.31
   21.97     0.47
   22.48     0.69
   22.98     0.94
   23.48     1.20
   23.99     1.45
   24.49     1.70
   25.00     1.95
   25.50     2.21
   26.01     2.40
   26.51     2.65
   27.02     2.90
   27.52     3.15
   28.03     3.47
   28.53     3.72
   29.04     3.97
   29.54     4.22
   30.05     4.48
   30.55     4.73
   31.06     4.95
   31.56     5.17
   32.07     5.36
   32.57     5.61
   33.07     5.77
   33.58     5.96
   34.08     6.12
   34.59     6.27
   35.09     6.47
   35.60     6.62
   36.10     6.78
   36.61     6.90
   37.11     7.03
   37.62     7.16
   38.12     7.22
   38.63     7.31
   39.13     7.41
   39.64     7.44
   40.14     7.44
   40.65     7.56
   41.15     7.56
   41.65     7.56
   42.16     7.56
   42.66     7.56
   43.17     7.44
   43.67     7.44
   44.18     7.31
   44.68     7.25
   45.19     7.10
   45.69     6.97
   46.20     6.78
   46.70     6.59
   47.20     6.37
   47.71     6.18
   48.22     5.93
   48.72     5.68
   49.23     5.42
   49.73     5.08
   50.23     4.76
   50.74     4.35
   51.24     3.97
   51.75     3.53
   52.25     3.06
   52.76     2.46
   53.26     1.80
   53.77     1.13
   54.27     0.47
   54.78    -0.22
   55.28    -1.07
   55.72    -1.90