# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 30
#
# 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= 60.88  y= -9.28
#
#  x(mm)    y(mm)
   11.31    -1.77
   11.63    -1.83
   12.13    -1.90
   12.63    -1.90
   13.14    -1.99
   13.64    -2.02
   14.15    -2.02
   14.65    -1.99
   15.16    -1.90
   15.66    -1.90
   16.17    -1.77
   16.67    -1.71
   17.18    -1.58
   17.68    -1.42
   18.19    -1.23
   18.69    -1.08
   19.19    -0.95
   19.70    -0.79
   20.20    -0.57
   20.71    -0.35
   21.21    -0.13
   21.72     0.09
   22.22     0.31
   22.73     0.57
   23.23     0.82
   23.74     1.01
   24.24     1.26
   24.75     1.51
   25.25     1.80
   25.76     2.08
   26.26     2.33
   26.77     2.65
   27.27     2.90
   27.77     3.21
   28.28     3.50
   28.78     3.78
   29.29     4.10
   29.79     4.41
   30.30     4.67
   30.80     4.92
   31.31     5.17
   31.81     5.42
   32.32     5.68
   32.82     5.93
   33.33     6.15
   33.83     6.37
   34.34     6.56
   34.84     6.75
   35.34     6.94
   35.85     7.13
   36.35     7.28
   36.86     7.41
   37.36     7.56
   37.87     7.69
   38.37     7.82
   38.88     7.94
   39.38     8.01
   39.89     8.07
   40.39     8.07
   40.90     8.17
   41.40     8.20
   41.91     8.20
   42.41     8.14
   42.92     8.07
   43.42     8.07
   43.93     8.01
   44.43     7.94
   44.93     7.85
   45.44     7.73
   45.94     7.60
   46.45     7.47
   46.95     7.25
   47.46     7.06
   47.96     6.81
   48.47     6.50
   48.97     6.21
   49.48     5.90
   49.98     5.58
   50.49     5.23
   50.99     4.79
   51.50     4.35
   52.00     3.85
   52.50     3.34
   53.01     2.84
   53.52     2.24
   54.02     1.58
   54.52     0.88
   55.03     0.12
   55.60    -0.76