# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 225
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 12.73
# Trailing edge coordinates (mm): x= 61.70  y= 5.57
#
#  x(mm)    y(mm)
   10.80     2.52
   11.12     2.61
   11.63     2.74
   12.13     2.81
   12.63     2.90
   13.14     2.90
   13.64     3.02
   14.15     3.02
   14.65     3.02
   15.16     3.02
   15.66     3.02
   16.17     3.02
   16.67     2.90
   17.18     2.90
   17.68     2.77
   18.19     2.64
   18.69     2.52
   19.19     2.39
   19.70     2.21
   20.20     2.05
   20.71     1.83
   21.21     1.57
   21.72     1.32
   22.22     1.07
   22.73     0.76
   23.23     0.47
   23.74     0.19
   24.24    -0.13
   24.75    -0.47
   25.25    -0.85
   25.76    -1.20
   26.26    -1.58
   26.77    -2.02
   27.27    -2.43
   27.77    -2.81
   28.28    -3.19
   28.78    -3.53
   29.29    -3.91
   29.79    -4.26
   30.30    -4.64
   30.80    -4.95
   31.31    -5.27
   31.81    -5.58
   32.32    -5.96
   32.82    -6.31
   33.33    -6.66
   33.83    -6.97
   34.34    -7.26
   34.84    -7.51
   35.34    -7.76
   35.85    -7.95
   36.35    -8.14
   36.86    -8.39
   37.36    -8.62
   37.87    -8.77
   38.37    -8.90
   38.88    -9.05
   39.38    -9.25
   39.89    -9.37
   40.39    -9.47
   40.90    -9.56
   41.40    -9.60
   41.91    -9.60
   42.41    -9.60
   42.92    -9.60
   43.42    -9.53
   43.93    -9.47
   44.43    -9.47
   44.93    -9.34
   45.44    -9.25
   45.94    -9.12
   46.45    -8.99
   46.95    -8.77
   47.46    -8.52
   47.96    -8.30
   48.47    -8.08
   48.97    -7.82
   49.48    -7.51
   49.98    -7.19
   50.49    -6.91
   50.99    -6.53
   51.50    -6.12
   52.00    -5.68
   52.50    -5.24
   53.01    -4.73
   53.52    -4.23
   54.02    -3.72
   54.52    -3.12
   55.03    -2.56
   55.34    -2.15