# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 100
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -22.27
# Trailing edge coordinates (mm): x= 66.05  y= 9.62
#
#  x(mm)    y(mm)
   10.30    -4.17
   10.62    -4.33
   11.12    -4.51
   11.63    -4.64
   12.13    -4.76
   12.63    -4.86
   13.14    -4.93
   13.64    -4.99
   14.15    -5.05
   14.65    -5.05
   15.16    -5.05
   15.66    -5.05
   16.17    -5.05
   16.67    -5.05
   17.18    -4.93
   17.68    -4.93
   18.19    -4.80
   18.69    -4.70
   19.19    -4.58
   19.70    -4.42
   20.20    -4.26
   20.71    -4.07
   21.21    -3.88
   21.72    -3.69
   22.22    -3.47
   22.73    -3.22
   23.23    -2.97
   23.74    -2.72
   24.24    -2.46
   24.75    -2.21
   25.25    -1.92
   25.76    -1.61
   26.26    -1.23
   26.77    -0.89
   27.27    -0.54
   27.77    -0.16
   28.28     0.19
   28.78     0.57
   29.29     0.94
   29.79     1.32
   30.30     1.76
   30.80     2.18
   31.31     2.58
   31.81     3.00
   32.32     3.47
   32.82     3.85
   33.33     4.29
   33.83     4.73
   34.34     5.11
   34.84     5.49
   35.34     5.83
   35.85     6.21
   36.35     6.56
   36.86     6.91
   37.36     7.22
   37.87     7.54
   38.37     7.82
   38.88     8.14
   39.38     8.39
   39.89     8.64
   40.39     8.89
   40.90     9.08
   41.40     9.30
   41.91     9.49
   42.41     9.65
   42.92     9.87
   43.42    10.00
   43.93    10.12
   44.43    10.25
   44.93    10.34
   45.44    10.47
   45.94    10.53
   46.45    10.59
   46.95    10.72
   47.46    10.79
   47.96    10.85
   48.47    10.85
   48.97    10.97
   49.48    10.97
   49.98    10.97
   50.49    10.97
   50.99    10.97
   51.50    10.97
   52.00    10.97
   52.50    10.94
   53.01    10.85
   53.52    10.85
   54.02    10.85
   54.52    10.72
   55.03    10.72
   55.53    10.69
   56.10    10.59