# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 315
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 20.89
# Trailing edge coordinates (mm): x= 64.66  y= -18.41
#
#  x(mm)    y(mm)
   10.55     3.78
   10.87     3.94
   11.37     4.10
   11.88     4.22
   12.38     4.28
   12.89     4.41
   13.39     4.41
   13.89     4.41
   14.40     4.41
   14.91     4.41
   15.41     4.41
   15.91     4.41
   16.42     4.38
   16.92     4.28
   17.43     4.25
   17.93     4.13
   18.44     4.03
   18.94     3.91
   19.45     3.78
   19.95     3.65
   20.46     3.50
   20.96     3.34
   21.47     3.18
   21.97     2.99
   22.48     2.77
   22.98     2.58
   23.48     2.36
   23.99     2.21
   24.49     1.98
   25.00     1.83
   25.50     1.64
   26.01     1.45
   26.51     1.26
   27.02     1.07
   27.52     0.85
   28.03     0.69
   28.53     0.54
   29.04     0.34
   29.54     0.19
   30.05    -0.00
   30.55    -0.19
   31.06    -0.35
   31.56    -0.51
   32.07    -0.70
   32.57    -0.82
   33.07    -0.98
   33.58    -1.11
   34.08    -1.30
   34.59    -1.42
   35.09    -1.58
   35.60    -1.71
   36.10    -1.83
   36.61    -1.96
   37.11    -2.11
   37.62    -2.24
   38.12    -2.37
   38.63    -2.49
   39.13    -2.62
   39.64    -2.78
   40.14    -2.94
   40.65    -3.09
   41.15    -3.32
   41.65    -3.47
   42.16    -3.69
   42.66    -3.91
   43.17    -4.17
   43.67    -4.42
   44.18    -4.67
   44.68    -4.92
   45.19    -5.18
   45.69    -5.43
   46.20    -5.74
   46.70    -6.06
   47.20    -6.31
   47.71    -6.53
   48.22    -6.75
   48.72    -7.01
   49.23    -7.26
   49.73    -7.51
   50.23    -7.76
   50.74    -7.95
   51.24    -8.20
   51.75    -8.46
   52.25    -8.71
   52.76    -8.96
   53.26    -9.24
   53.77    -9.59
   54.27    -9.87
   54.78   -10.25
   55.28   -10.66
   55.78   -11.04
   56.29   -11.48
   56.80   -11.89
   56.98   -11.99