# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 60
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -15.55
# Trailing edge coordinates (mm): x= 62.72  y= -1.68
#
#  x(mm)    y(mm)
   10.80    -2.91
   11.12    -3.00
   11.63    -3.12
   12.13    -3.25
   12.63    -3.38
   13.14    -3.50
   13.64    -3.54
   14.15    -3.63
   14.65    -3.66
   15.16    -3.66
   15.66    -3.54
   16.17    -3.54
   16.67    -3.50
   17.18    -3.41
   17.68    -3.38
   18.19    -3.29
   18.69    -3.19
   19.19    -3.06
   19.70    -2.84
   20.20    -2.69
   20.71    -2.46
   21.21    -2.21
   21.72    -1.96
   22.22    -1.71
   22.73    -1.45
   23.23    -1.14
   23.74    -0.79
   24.24    -0.47
   24.75    -0.10
   25.25     0.31
   25.76     0.69
   26.26     1.17
   26.77     1.57
   27.27     2.08
   27.77     2.58
   28.28     3.09
   28.78     3.59
   29.29     4.04
   29.79     4.48
   30.30     4.92
   30.80     5.36
   31.31     5.74
   31.81     6.12
   32.32     6.47
   32.82     6.78
   33.33     7.10
   33.83     7.41
   34.34     7.69
   34.84     7.98
   35.34     8.26
   35.85     8.51
   36.35     8.77
   36.86     8.99
   37.36     9.14
   37.87     9.37
   38.37     9.52
   38.88     9.68
   39.38     9.87
   39.89     9.96
   40.39    10.09
   40.90    10.15
   41.40    10.21
   41.91    10.25
   42.41    10.34
   42.92    10.34
   43.42    10.34
   43.93    10.34
   44.43    10.34
   44.93    10.34
   45.44    10.21
   45.94    10.21
   46.45    10.12
   46.95    10.00
   47.46     9.87
   47.96     9.75
   48.47     9.55
   48.97     9.40
   49.48     9.14
   49.98     8.89
   50.49     8.64
   50.99     8.39
   51.50     8.14
   52.00     7.85
   52.50     7.54
   53.01     7.19
   53.52     6.81
   54.02     6.37
   54.52     5.99
   55.03     5.52
   55.47     5.17