# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 260
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 19.21
# Trailing edge coordinates (mm): x= 64.45  y= -4.07
#
#  x(mm)    y(mm)
   10.55     3.78
   10.87     3.85
   11.37     4.00
   11.88     4.16
   12.38     4.32
   12.89     4.41
   13.39     4.54
   13.89     4.54
   14.40     4.66
   14.91     4.66
   15.41     4.66
   15.91     4.66
   16.42     4.66
   16.92     4.66
   17.43     4.57
   17.93     4.54
   18.44     4.45
   18.94     4.35
   19.45     4.22
   19.95     4.07
   20.46     3.94
   20.96     3.72
   21.47     3.50
   21.97     3.28
   22.48     3.03
   22.98     2.77
   23.48     2.52
   23.99     2.24
   24.49     1.89
   25.00     1.54
   25.50     1.20
   26.01     0.82
   26.51     0.41
   27.02    -0.07
   27.52    -0.47
   28.03    -0.95
   28.53    -1.45
   29.04    -1.83
   29.54    -2.34
   30.05    -2.84
   30.55    -3.35
   31.06    -3.85
   31.56    -4.36
   32.07    -4.86
   32.57    -5.37
   33.07    -5.77
   33.58    -6.15
   34.08    -6.56
   34.59    -6.94
   35.09    -7.35
   35.60    -7.73
   36.10    -8.08
   36.61    -8.42
   37.11    -8.74
   37.62    -9.02
   38.12    -9.28
   38.63    -9.53
   39.13    -9.75
   39.64    -9.94
   40.14   -10.10
   40.65   -10.23
   41.15   -10.38
   41.65   -10.51
   42.16   -10.60
   42.66   -10.73
   43.17   -10.79
   43.67   -10.86
   44.18   -10.92
   44.68   -10.98
   45.19   -10.98
   45.69   -10.92
   46.20   -10.86
   46.70   -10.86
   47.20   -10.76
   47.71   -10.73
   48.22   -10.60
   48.72   -10.51
   49.23   -10.38
   49.73   -10.26
   50.23   -10.13
   50.74    -9.94
   51.24    -9.78
   51.75    -9.63
   52.25    -9.43
   52.76    -9.25
   53.26    -9.05
   53.77    -8.87
   54.27    -8.65
   54.78    -8.39
   55.34    -8.21