# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 200
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 6.97
# Trailing edge coordinates (mm): x= 60.30  y= 11.92
#
#  x(mm)    y(mm)
   11.06     1.26
   11.37     1.38
   11.88     1.42
   12.38     1.51
   12.89     1.60
   13.39     1.63
   13.89     1.54
   14.40     1.51
   14.91     1.45
   15.41     1.38
   15.91     1.26
   16.42     1.17
   16.92     1.07
   17.43     0.94
   17.93     0.79
   18.44     0.66
   18.94     0.47
   19.45     0.28
   19.95     0.06
   20.46    -0.19
   20.96    -0.44
   21.47    -0.70
   21.97    -0.95
   22.48    -1.20
   22.98    -1.45
   23.48    -1.71
   23.99    -1.96
   24.49    -2.21
   25.00    -2.46
   25.50    -2.72
   26.01    -2.94
   26.51    -3.16
   27.02    -3.38
   27.52    -3.57
   28.03    -3.75
   28.53    -3.95
   29.04    -4.10
   29.54    -4.33
   30.05    -4.48
   30.55    -4.64
   31.06    -4.83
   31.56    -4.99
   32.07    -5.14
   32.57    -5.34
   33.07    -5.52
   33.58    -5.65
   34.08    -5.81
   34.59    -5.94
   35.09    -6.06
   35.60    -6.15
   36.10    -6.25
   36.61    -6.37
   37.11    -6.44
   37.62    -6.50
   38.12    -6.57
   38.63    -6.57
   39.13    -6.63
   39.64    -6.69
   40.14    -6.69
   40.65    -6.69
   41.15    -6.69
   41.65    -6.69
   42.16    -6.69
   42.66    -6.69
   43.17    -6.57
   43.67    -6.57
   44.18    -6.53
   44.68    -6.44
   45.19    -6.34
   45.69    -6.22
   46.20    -6.03
   46.70    -5.87
   47.20    -5.71
   47.71    -5.49
   48.22    -5.30
   48.72    -5.05
   49.23    -4.76
   49.73    -4.42
   50.23    -4.10
   50.74    -3.72
   51.24    -3.35
   51.75    -2.84
   52.25    -2.46
   52.76    -1.96
   53.26    -1.33
   53.77    -0.66
   54.27    -0.00
   54.78     0.72
   55.28     1.54
   55.78     2.52
   55.97     2.90