# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 50
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -13.73
# Trailing edge coordinates (mm): x= 61.94  y= -4.22
#
#  x(mm)    y(mm)
   10.80    -2.66
   11.12    -2.72
   11.63    -2.84
   12.13    -2.91
   12.63    -3.00
   13.14    -3.03
   13.64    -3.03
   14.15    -3.16
   14.65    -3.16
   15.16    -3.16
   15.66    -3.16
   16.17    -3.16
   16.67    -3.06
   17.18    -3.03
   17.68    -2.94
   18.19    -2.81
   18.69    -2.69
   19.19    -2.49
   19.70    -2.34
   20.20    -2.15
   20.71    -1.89
   21.21    -1.64
   21.72    -1.39
   22.22    -1.04
   22.73    -0.76
   23.23    -0.41
   23.74    -0.13
   24.24     0.22
   24.75     0.54
   25.25     0.91
   25.76     1.29
   26.26     1.70
   26.77     2.08
   27.27     2.49
   27.77     2.93
   28.28     3.34
   28.78     3.75
   29.29     4.16
   29.79     4.54
   30.30     4.92
   30.80     5.27
   31.31     5.65
   31.81     6.02
   32.32     6.34
   32.82     6.66
   33.33     6.97
   33.83     7.25
   34.34     7.50
   34.84     7.82
   35.34     8.07
   35.85     8.33
   36.35     8.54
   36.86     8.77
   37.36     8.92
   37.87     9.05
   38.37     9.20
   38.88     9.33
   39.38     9.46
   39.89     9.58
   40.39     9.68
   40.90     9.75
   41.40     9.84
   41.91     9.84
   42.41     9.84
   42.92     9.84
   43.42     9.81
   43.93     9.71
   44.43     9.71
   44.93     9.62
   45.44     9.55
   45.94     9.46
   46.45     9.30
   46.95     9.17
   47.46     9.02
   47.96     8.77
   48.47     8.51
   48.97     8.26
   49.48     8.01
   49.98     7.76
   50.49     7.47
   50.99     7.13
   51.50     6.75
   52.00     6.37
   52.50     5.96
   53.01     5.52
   53.52     5.11
   54.02     4.64
   54.52     4.22
   55.03     3.72
   55.34     3.27