# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 210
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 9.61
# Trailing edge coordinates (mm): x= 60.75  y= 9.34
#
#  x(mm)    y(mm)
   11.06     1.89
   11.37     1.89
   11.88     1.98
   12.38     2.01
   12.89     2.11
   13.39     2.14
   13.89     2.11
   14.40     2.01
   14.91     2.01
   15.41     1.98
   15.91     1.89
   16.42     1.83
   16.92     1.70
   17.43     1.57
   17.93     1.42
   18.44     1.29
   18.94     1.10
   19.45     0.94
   19.95     0.72
   20.46     0.57
   20.96     0.34
   21.47     0.12
   21.97    -0.13
   22.48    -0.38
   22.98    -0.63
   23.48    -0.89
   23.99    -1.20
   24.49    -1.48
   25.00    -1.77
   25.50    -2.11
   26.01    -2.40
   26.51    -2.72
   27.02    -3.03
   27.52    -3.28
   28.03    -3.60
   28.53    -3.91
   29.04    -4.20
   29.54    -4.48
   30.05    -4.73
   30.55    -4.99
   31.06    -5.24
   31.56    -5.49
   32.07    -5.71
   32.57    -5.93
   33.07    -6.15
   33.58    -6.34
   34.08    -6.53
   34.59    -6.72
   35.09    -6.91
   35.60    -7.10
   36.10    -7.23
   36.61    -7.35
   37.11    -7.48
   37.62    -7.58
   38.12    -7.67
   38.63    -7.73
   39.13    -7.83
   39.64    -7.92
   40.14    -7.95
   40.65    -7.98
   41.15    -8.08
   41.65    -8.08
   42.16    -8.04
   42.66    -7.95
   43.17    -7.95
   43.67    -7.92
   44.18    -7.83
   44.68    -7.79
   45.19    -7.70
   45.69    -7.58
   46.20    -7.41
   46.70    -7.29
   47.20    -7.13
   47.71    -6.94
   48.22    -6.69
   48.72    -6.44
   49.23    -6.18
   49.73    -5.84
   50.23    -5.52
   50.74    -5.14
   51.24    -4.73
   51.75    -4.36
   52.25    -3.82
   52.76    -3.22
   53.26    -2.62
   53.77    -1.93
   54.27    -1.26
   54.78    -0.54
   55.28     0.22
   55.60     0.75