# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 225
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 13.89
# Trailing edge coordinates (mm): x= 66.62  y= -8.01
#
#  x(mm)    y(mm)
   10.68     2.65
   10.99     2.78
   11.50     2.93
   12.00     3.06
   12.51     3.19
   13.01     3.31
   13.52     3.44
   14.02     3.54
   14.53     3.66
   15.03     3.79
   15.54     3.88
   16.04     4.00
   16.55     4.13
   17.05     4.23
   17.56     4.32
   18.06     4.45
   18.56     4.55
   19.07     4.67
   19.57     4.73
   20.08     4.80
   20.58     4.92
   21.09     5.01
   21.59     5.08
   22.10     5.18
   22.60     5.27
   23.11     5.33
   23.61     5.43
   24.12     5.46
   24.62     5.55
   25.13     5.58
   25.63     5.68
   26.14     5.71
   26.64     5.81
   27.14     5.84
   27.65     5.93
   28.15     5.93
   28.66     5.93
   29.16     6.06
   29.67     6.06
   30.17     6.06
   30.68     6.06
   31.18     6.06
   31.69     6.06
   32.19     6.06
   32.69     6.06
   33.20     6.06
   33.70     6.06
   34.21     6.06
   34.72     6.06
   35.22     6.06
   35.72     6.06
   36.23     6.06
   36.73     5.96
   37.24     5.93
   37.74     5.87
   38.25     5.81
   38.75     5.68
   39.26     5.68
   39.76     5.55
   40.27     5.55
   40.77     5.43
   41.27     5.33
   41.78     5.24
   42.28     5.11
   42.79     4.98
   43.30     4.86
   43.80     4.73
   44.30     4.61
   44.81     4.48
   45.31     4.35
   45.82     4.20
   46.32     4.00
   46.83     3.85
   47.33     3.66
   47.84     3.44
   48.34     3.22
   48.85     3.03
   49.35     2.84
   49.85     2.59
   50.36     2.33
   50.86     2.08
   51.37     1.83
   51.87     1.58
   52.38     1.32
   52.88     1.07
   53.39     0.76
   53.89     0.47
   54.40     0.19
   54.90    -0.13
   55.41    -0.48
   55.91    -0.76
   56.42    -1.11
   56.92    -1.42
   57.43    -1.77
   57.93    -2.12
   58.25    -2.27