# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 335
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 12.49
# Trailing edge coordinates (mm): x= 61.84  y= -19.14
#
#  x(mm)    y(mm)
   10.93     2.27
   11.25     2.27
   11.75     2.39
   12.25     2.49
   12.76     2.58
   13.26     2.64
   13.77     2.77
   14.27     2.77
   14.78     2.77
   15.28     2.87
   15.79     2.90
   16.29     2.90
   16.80     2.90
   17.30     2.99
   17.81     3.02
   18.31     3.02
   18.82     3.02
   19.32     3.02
   19.83     3.02
   20.33     3.02
   20.84     3.02
   21.34     3.02
   21.85     3.02
   22.35     3.02
   22.85     2.90
   23.36     2.90
   23.86     2.90
   24.37     2.81
   24.87     2.77
   25.38     2.68
   25.88     2.64
   26.39     2.52
   26.89     2.46
   27.40     2.39
   27.90     2.27
   28.41     2.14
   28.91     2.01
   29.41     1.92
   29.92     1.80
   30.43     1.67
   30.93     1.54
   31.43     1.45
   31.94     1.32
   32.44     1.17
   32.95     1.10
   33.45     1.00
   33.96     0.91
   34.46     0.88
   34.97     0.75
   35.47     0.69
   35.98     0.63
   36.48     0.60
   36.98     0.50
   37.49     0.50
   38.00     0.47
   38.50     0.37
   39.00     0.37
   39.51     0.28
   40.01     0.22
   40.52     0.12
   41.02     0.03
   41.53    -0.10
   42.03    -0.22
   42.54    -0.35
   43.04    -0.47
   43.55    -0.63
   44.05    -0.82
   44.56    -1.01
   45.06    -1.20
   45.57    -1.39
   46.07    -1.58
   46.57    -1.77
   47.08    -1.99
   47.58    -2.21
   48.09    -2.46
   48.59    -2.72
   49.10    -2.97
   49.60    -3.28
   50.11    -3.56
   50.61    -3.91
   51.12    -4.20
   51.62    -4.57
   52.13    -4.95
   52.63    -5.37
   53.14    -5.81
   53.64    -6.25
   54.15    -6.75
   54.65    -7.26
   55.16    -7.82
   55.66    -8.49
   56.16    -9.18
   56.67    -9.84
   56.98   -10.35