# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 205
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 8.76
# Trailing edge coordinates (mm): x= 65.98  y= -11.91
#
#  x(mm)    y(mm)
   10.93     1.90
   11.25     1.90
   11.75     1.99
   12.25     2.02
   12.76     2.15
   13.26     2.24
   13.77     2.33
   14.27     2.43
   14.78     2.53
   15.28     2.59
   15.79     2.65
   16.29     2.78
   16.80     2.87
   17.30     2.96
   17.81     3.03
   18.31     3.16
   18.82     3.25
   19.32     3.31
   19.83     3.41
   20.33     3.47
   20.84     3.54
   21.34     3.60
   21.85     3.66
   22.35     3.75
   22.85     3.79
   23.36     3.85
   23.86     3.91
   24.37     3.91
   24.87     3.97
   25.38     4.04
   25.88     4.04
   26.39     4.10
   26.89     4.17
   27.40     4.17
   27.90     4.17
   28.41     4.17
   28.91     4.17
   29.41     4.17
   29.92     4.17
   30.43     4.17
   30.93     4.17
   31.43     4.17
   31.94     4.17
   32.44     4.17
   32.95     4.17
   33.45     4.17
   33.96     4.17
   34.46     4.07
   34.97     4.04
   35.47     3.97
   35.98     3.91
   36.48     3.91
   36.98     3.79
   37.49     3.79
   38.00     3.72
   38.50     3.66
   39.00     3.60
   39.51     3.54
   40.01     3.41
   40.52     3.31
   41.02     3.25
   41.53     3.12
   42.03     2.99
   42.54     2.87
   43.04     2.71
   43.55     2.59
   44.05     2.43
   44.56     2.27
   45.06     2.11
   45.57     1.96
   46.07     1.77
   46.57     1.58
   47.08     1.39
   47.58     1.13
   48.09     0.88
   48.59     0.63
   49.10     0.38
   49.60     0.13
   50.11    -0.13
   50.61    -0.38
   51.12    -0.63
   51.62    -0.92
   52.13    -1.23
   52.63    -1.52
   53.14    -1.83
   53.64    -2.15
   54.15    -2.46
   54.65    -2.78
   55.16    -3.16
   55.66    -3.50
   56.16    -3.88
   56.67    -4.32
   57.17    -4.73
   57.68    -5.17
   58.12    -5.55