# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 245
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 16.45
# Trailing edge coordinates (mm): x= 63.14  y= 0.16
#
#  x(mm)    y(mm)
   10.80     3.27
   11.12     3.34
   11.63     3.50
   12.13     3.62
   12.63     3.75
   13.14     3.88
   13.64     3.91
   14.15     4.03
   14.65     4.03
   15.16     4.03
   15.66     4.03
   16.17     4.03
   16.67     4.00
   17.18     3.91
   17.68     3.91
   18.19     3.78
   18.69     3.72
   19.19     3.62
   19.70     3.47
   20.20     3.34
   20.71     3.15
   21.21     2.90
   21.72     2.65
   22.22     2.40
   22.73     2.14
   23.23     1.89
   23.74     1.64
   24.24     1.32
   24.75     0.94
   25.25     0.57
   25.76     0.19
   26.26    -0.28
   26.77    -0.70
   27.27    -1.20
   27.77    -1.61
   28.28    -2.08
   28.78    -2.59
   29.29    -3.09
   29.79    -3.60
   30.30    -4.10
   30.80    -4.61
   31.31    -5.08
   31.81    -5.46
   32.32    -5.87
   32.82    -6.37
   33.33    -6.75
   33.83    -7.13
   34.34    -7.51
   34.84    -7.82
   35.34    -8.14
   35.85    -8.42
   36.35    -8.71
   36.86    -8.96
   37.36    -9.18
   37.87    -9.40
   38.37    -9.63
   38.88    -9.81
   39.38    -9.97
   39.89   -10.10
   40.39   -10.23
   40.90   -10.32
   41.40   -10.44
   41.91   -10.48
   42.41   -10.57
   42.92   -10.60
   43.42   -10.60
   43.93   -10.60
   44.43   -10.60
   44.93   -10.54
   45.44   -10.48
   45.94   -10.35
   46.45   -10.26
   46.95   -10.13
   47.46   -10.00
   47.96    -9.88
   48.47    -9.69
   48.97    -9.53
   49.48    -9.37
   49.98    -9.15
   50.49    -8.90
   50.99    -8.65
   51.50    -8.36
   52.00    -8.08
   52.50    -7.76
   53.01    -7.45
   53.52    -7.13
   54.02    -6.82
   54.52    -6.44
   55.03    -6.06
   55.22    -5.94