# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 230
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 13.73
# Trailing edge coordinates (mm): x= 62.00  y= 4.16
#
#  x(mm)    y(mm)
   10.80     2.64
   11.12     2.77
   11.63     2.90
   12.13     2.99
   12.63     3.06
   13.14     3.15
   13.64     3.15
   14.15     3.27
   14.65     3.27
   15.16     3.27
   15.66     3.15
   16.17     3.15
   16.67     3.09
   17.18     3.02
   17.68     2.90
   18.19     2.84
   18.69     2.74
   19.19     2.61
   19.70     2.46
   20.20     2.30
   20.71     2.11
   21.21     1.89
   21.72     1.64
   22.22     1.39
   22.73     1.13
   23.23     0.82
   23.74     0.54
   24.24     0.22
   24.75    -0.13
   25.25    -0.47
   25.76    -0.82
   26.26    -1.20
   26.77    -1.58
   27.27    -1.96
   27.77    -2.37
   28.28    -2.81
   28.78    -3.22
   29.29    -3.69
   29.79    -4.10
   30.30    -4.51
   30.80    -4.89
   31.31    -5.30
   31.81    -5.74
   32.32    -6.12
   32.82    -6.50
   33.33    -6.85
   33.83    -7.13
   34.34    -7.38
   34.84    -7.70
   35.34    -7.95
   35.85    -8.20
   36.35    -8.46
   36.86    -8.68
   37.36    -8.87
   37.87    -9.05
   38.37    -9.25
   38.88    -9.37
   39.38    -9.50
   39.89    -9.60
   40.39    -9.69
   40.90    -9.72
   41.40    -9.72
   41.91    -9.85
   42.41    -9.85
   42.92    -9.85
   43.42    -9.85
   43.93    -9.85
   44.43    -9.78
   44.93    -9.72
   45.44    -9.66
   45.94    -9.53
   46.45    -9.40
   46.95    -9.21
   47.46    -9.02
   47.96    -8.83
   48.47    -8.58
   48.97    -8.33
   49.48    -8.08
   49.98    -7.73
   50.49    -7.41
   50.99    -7.07
   51.50    -6.72
   52.00    -6.34
   52.50    -5.93
   53.01    -5.49
   53.52    -5.11
   54.02    -4.61
   54.52    -4.10
   55.03    -3.60
   55.34    -3.29