# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 205
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 8.36
# Trailing edge coordinates (mm): x= 60.55  y= 10.71
#
#  x(mm)    y(mm)
   11.06     1.63
   11.37     1.73
   11.88     1.76
   12.38     1.86
   12.89     1.89
   13.39     1.89
   13.89     1.89
   14.40     1.89
   14.91     1.76
   15.41     1.76
   15.91     1.63
   16.42     1.54
   16.92     1.42
   17.43     1.29
   17.93     1.17
   18.44     1.01
   18.94     0.79
   19.45     0.57
   19.95     0.38
   20.46     0.16
   20.96    -0.07
   21.47    -0.32
   21.97    -0.57
   22.48    -0.82
   22.98    -1.08
   23.48    -1.36
   23.99    -1.64
   24.49    -1.89
   25.00    -2.21
   25.50    -2.46
   26.01    -2.72
   26.51    -3.03
   27.02    -3.28
   27.52    -3.53
   28.03    -3.72
   28.53    -3.98
   29.04    -4.20
   29.54    -4.42
   30.05    -4.61
   30.55    -4.86
   31.06    -5.05
   31.56    -5.24
   32.07    -5.46
   32.57    -5.68
   33.07    -5.87
   33.58    -6.03
   34.08    -6.22
   34.59    -6.34
   35.09    -6.47
   35.60    -6.63
   36.10    -6.75
   36.61    -6.88
   37.11    -7.01
   37.62    -7.07
   38.12    -7.20
   38.63    -7.23
   39.13    -7.32
   39.64    -7.32
   40.14    -7.41
   40.65    -7.45
   41.15    -7.45
   41.65    -7.45
   42.16    -7.45
   42.66    -7.45
   43.17    -7.45
   43.67    -7.41
   44.18    -7.32
   44.68    -7.20
   45.19    -7.10
   45.69    -7.04
   46.20    -6.91
   46.70    -6.75
   47.20    -6.60
   47.71    -6.40
   48.22    -6.18
   48.72    -5.93
   49.23    -5.62
   49.73    -5.30
   50.23    -4.99
   50.74    -4.61
   51.24    -4.20
   51.75    -3.72
   52.25    -3.16
   52.76    -2.59
   53.26    -1.93
   53.77    -1.26
   54.27    -0.60
   54.78     0.12
   55.28     0.95
   55.85     1.89