# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 250
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 17.43
# Trailing edge coordinates (mm): x= 63.57  y= -1.15
#
#  x(mm)    y(mm)
   10.55     3.27
   10.87     3.44
   11.37     3.59
   11.88     3.72
   12.38     3.85
   12.89     3.94
   13.39     4.03
   13.89     4.13
   14.40     4.16
   14.91     4.16
   15.41     4.16
   15.91     4.16
   16.42     4.16
   16.92     4.13
   17.43     4.03
   17.93     4.00
   18.44     3.91
   18.94     3.82
   19.45     3.69
   19.95     3.56
   20.46     3.37
   20.96     3.18
   21.47     2.99
   21.97     2.77
   22.48     2.52
   22.98     2.27
   23.48     2.02
   23.99     1.76
   24.49     1.42
   25.00     1.04
   25.50     0.69
   26.01     0.31
   26.51    -0.10
   27.02    -0.57
   27.52    -0.95
   28.03    -1.45
   28.53    -1.89
   29.04    -2.34
   29.54    -2.84
   30.05    -3.35
   30.55    -3.91
   31.06    -4.48
   31.56    -4.99
   32.07    -5.49
   32.57    -5.93
   33.07    -6.34
   33.58    -6.72
   34.08    -7.10
   34.59    -7.45
   35.09    -7.82
   35.60    -8.20
   36.10    -8.52
   36.61    -8.83
   37.11    -9.09
   37.62    -9.34
   38.12    -9.56
   38.63    -9.75
   39.13    -9.94
   39.64   -10.13
   40.14   -10.29
   40.65   -10.41
   41.15   -10.54
   41.65   -10.60
   42.16   -10.66
   42.66   -10.73
   43.17   -10.73
   43.67   -10.73
   44.18   -10.73
   44.68   -10.73
   45.19   -10.69
   45.69   -10.60
   46.20   -10.60
   46.70   -10.51
   47.20   -10.44
   47.71   -10.35
   48.22   -10.19
   48.72   -10.03
   49.23    -9.88
   49.73    -9.66
   50.23    -9.47
   50.74    -9.25
   51.24    -9.02
   51.75    -8.77
   52.25    -8.52
   52.76    -8.23
   53.26    -7.95
   53.77    -7.64
   54.27    -7.38
   54.78    -7.07
   55.34    -6.69