# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 325
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 17.26
# Trailing edge coordinates (mm): x= 63.36  y= -19.46
#
#  x(mm)    y(mm)
   10.80     3.15
   11.12     3.21
   11.63     3.34
   12.13     3.44
   12.63     3.53
   13.14     3.62
   13.64     3.65
   14.15     3.69
   14.65     3.78
   15.16     3.78
   15.66     3.78
   16.17     3.78
   16.67     3.78
   17.18     3.78
   17.68     3.78
   18.19     3.69
   18.69     3.65
   19.19     3.56
   19.70     3.50
   20.20     3.37
   20.71     3.24
   21.21     3.12
   21.72     2.96
   22.22     2.81
   22.73     2.61
   23.23     2.46
   23.74     2.30
   24.24     2.11
   24.75     1.98
   25.25     1.83
   25.76     1.67
   26.26     1.48
   26.77     1.32
   27.27     1.20
   27.77     1.04
   28.28     0.88
   28.78     0.72
   29.29     0.57
   29.79     0.44
   30.30     0.28
   30.80     0.16
   31.31     0.03
   31.81    -0.10
   32.32    -0.22
   32.82    -0.35
   33.33    -0.51
   33.83    -0.64
   34.34    -0.73
   34.84    -0.82
   35.34    -0.92
   35.85    -1.02
   36.35    -1.11
   36.86    -1.17
   37.36    -1.27
   37.87    -1.36
   38.37    -1.42
   38.88    -1.52
   39.38    -1.65
   39.89    -1.71
   40.39    -1.80
   40.90    -1.90
   41.40    -1.99
   41.91    -2.08
   42.41    -2.21
   42.92    -2.34
   43.42    -2.46
   43.93    -2.62
   44.43    -2.81
   44.93    -2.97
   45.44    -3.19
   45.94    -3.35
   46.45    -3.57
   46.95    -3.79
   47.46    -4.04
   47.96    -4.29
   48.47    -4.57
   48.97    -4.89
   49.48    -5.21
   49.98    -5.52
   50.49    -5.84
   50.99    -6.15
   51.50    -6.53
   52.00    -6.91
   52.50    -7.29
   53.01    -7.67
   53.52    -8.08
   54.02    -8.46
   54.52    -8.90
   55.03    -9.31
   55.53    -9.78
   56.04   -10.38
   56.54   -10.95
   57.11   -11.61