# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 40
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -11.78
# Trailing edge coordinates (mm): x= 61.42  y= -6.76
#
#  x(mm)    y(mm)
   10.93    -2.15
   11.25    -2.24
   11.75    -2.34
   12.25    -2.40
   12.76    -2.46
   13.26    -2.53
   13.77    -2.53
   14.27    -2.53
   14.78    -2.53
   15.28    -2.46
   15.79    -2.40
   16.29    -2.34
   16.80    -2.24
   17.30    -2.11
   17.81    -1.99
   18.31    -1.86
   18.82    -1.74
   19.32    -1.58
   19.83    -1.36
   20.33    -1.20
   20.84    -0.98
   21.34    -0.76
   21.85    -0.57
   22.35    -0.32
   22.85    -0.07
   23.36     0.22
   23.86     0.50
   24.37     0.79
   24.87     1.07
   25.38     1.36
   25.88     1.67
   26.39     2.02
   26.89     2.37
   27.40     2.71
   27.90     3.06
   28.41     3.44
   28.91     3.82
   29.41     4.19
   29.92     4.54
   30.43     4.92
   30.93     5.27
   31.43     5.58
   31.94     5.93
   32.44     6.24
   32.95     6.56
   33.45     6.81
   33.96     7.06
   34.46     7.32
   34.97     7.57
   35.47     7.79
   35.98     7.98
   36.48     8.17
   36.98     8.36
   37.49     8.51
   38.00     8.64
   38.50     8.77
   39.00     8.86
   39.51     8.95
   40.01     9.05
   40.52     9.08
   41.02     9.14
   41.53     9.20
   42.03     9.20
   42.54     9.20
   43.04     9.20
   43.55     9.20
   44.05     9.08
   44.56     9.05
   45.06     8.92
   45.57     8.80
   46.07     8.67
   46.57     8.51
   47.08     8.39
   47.58     8.20
   48.09     7.95
   48.59     7.69
   49.10     7.41
   49.60     7.06
   50.11     6.72
   50.61     6.40
   51.12     6.02
   51.62     5.65
   52.13     5.23
   52.63     4.79
   53.14     4.35
   53.64     3.78
   54.15     3.21
   54.65     2.58
   55.16     1.92
   55.60     1.38