# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 230
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 14.81
# Trailing edge coordinates (mm): x= 66.95  y= -6.93
#
#  x(mm)    y(mm)
   10.68     2.78
   10.99     2.93
   11.50     3.09
   12.00     3.22
   12.51     3.34
   13.01     3.47
   13.52     3.63
   14.02     3.82
   14.53     3.97
   15.03     4.10
   15.54     4.23
   16.04     4.35
   16.55     4.48
   17.05     4.61
   17.56     4.70
   18.06     4.83
   18.56     4.92
   19.07     5.05
   19.57     5.11
   20.08     5.18
   20.58     5.30
   21.09     5.36
   21.59     5.43
   22.10     5.55
   22.60     5.58
   23.11     5.68
   23.61     5.74
   24.12     5.81
   24.62     5.90
   25.13     5.93
   25.63     6.02
   26.14     6.06
   26.64     6.12
   27.14     6.19
   27.65     6.19
   28.15     6.28
   28.66     6.31
   29.16     6.31
   29.67     6.34
   30.17     6.44
   30.68     6.44
   31.18     6.44
   31.69     6.44
   32.19     6.44
   32.69     6.44
   33.20     6.44
   33.70     6.44
   34.21     6.44
   34.72     6.44
   35.22     6.44
   35.72     6.44
   36.23     6.44
   36.73     6.44
   37.24     6.31
   37.74     6.31
   38.25     6.28
   38.75     6.19
   39.26     6.19
   39.76     6.06
   40.27     6.02
   40.77     5.93
   41.27     5.87
   41.78     5.81
   42.28     5.68
   42.79     5.55
   43.30     5.46
   43.80     5.33
   44.30     5.21
   44.81     5.08
   45.31     4.92
   45.82     4.76
   46.32     4.61
   46.83     4.48
   47.33     4.32
   47.84     4.10
   48.34     3.91
   48.85     3.72
   49.35     3.50
   49.85     3.28
   50.36     3.09
   50.86     2.84
   51.37     2.59
   51.87     2.33
   52.38     2.08
   52.88     1.83
   53.39     1.58
   53.89     1.26
   54.40     1.01
   54.90     0.72
   55.41     0.44
   55.91     0.13
   56.42    -0.13
   56.92    -0.41
   57.43    -0.76
   57.93    -1.04
   58.50    -1.39