# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 320
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 14.20
# Trailing edge coordinates (mm): x= 68.55  y= 14.91
#
#  x(mm)    y(mm)
   10.68     2.65
   10.99     2.78
   11.50     2.90
   12.00     2.99
   12.51     3.12
   13.01     3.22
   13.52     3.31
   14.02     3.44
   14.53     3.54
   15.03     3.60
   15.54     3.66
   16.04     3.75
   16.55     3.79
   17.05     3.91
   17.56     3.94
   18.06     4.04
   18.56     4.07
   19.07     4.17
   19.57     4.23
   20.08     4.29
   20.58     4.35
   21.09     4.42
   21.59     4.48
   22.10     4.55
   22.60     4.61
   23.11     4.67
   23.61     4.70
   24.12     4.80
   24.62     4.80
   25.13     4.92
   25.63     4.92
   26.14     4.92
   26.64     5.01
   27.14     5.05
   27.65     5.05
   28.15     5.05
   28.66     5.11
   29.16     5.18
   29.67     5.18
   30.17     5.18
   30.68     5.18
   31.18     5.18
   31.69     5.18
   32.19     5.18
   32.69     5.18
   33.20     5.18
   33.70     5.11
   34.21     5.05
   34.72     5.05
   35.22     5.05
   35.72     5.05
   36.23     5.05
   36.73     5.05
   37.24     5.05
   37.74     5.05
   38.25     5.05
   38.75     5.05
   39.26     5.11
   39.76     5.18
   40.27     5.18
   40.77     5.18
   41.27     5.18
   41.78     5.30
   42.28     5.30
   42.79     5.30
   43.30     5.43
   43.80     5.43
   44.30     5.52
   44.81     5.58
   45.31     5.68
   45.82     5.81
   46.32     5.90
   46.83     6.02
   47.33     6.15
   47.84     6.28
   48.34     6.44
   48.85     6.59
   49.35     6.75
   49.85     6.88
   50.36     7.03
   50.86     7.22
   51.37     7.38
   51.87     7.54
   52.38     7.73
   52.88     7.89
   53.39     8.04
   53.89     8.23
   54.40     8.39
   54.90     8.55
   55.41     8.77
   55.91     8.92
   56.42     9.15
   56.92     9.40
   57.43     9.65
   57.93     9.90
   58.43    10.16
   58.94    10.35
   59.51    10.60