# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 200
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 7.25
# Trailing edge coordinates (mm): x= 65.96  y= -12.75
#
#  x(mm)    y(mm)
   10.93     1.52
   11.25     1.52
   11.75     1.61
   12.25     1.67
   12.76     1.77
   13.26     1.86
   13.77     1.90
   14.27     1.96
   14.78     2.02
   15.28     2.02
   15.79     2.15
   16.29     2.15
   16.80     2.24
   17.30     2.30
   17.81     2.40
   18.31     2.53
   18.82     2.59
   19.32     2.65
   19.83     2.78
   20.33     2.84
   20.84     2.90
   21.34     3.03
   21.85     3.09
   22.35     3.16
   22.85     3.25
   23.36     3.28
   23.86     3.41
   24.37     3.41
   24.87     3.54
   25.38     3.54
   25.88     3.63
   26.39     3.66
   26.89     3.66
   27.40     3.69
   27.90     3.79
   28.41     3.79
   28.91     3.79
   29.41     3.79
   29.92     3.79
   30.43     3.79
   30.93     3.79
   31.43     3.79
   31.94     3.79
   32.44     3.79
   32.95     3.75
   33.45     3.66
   33.96     3.66
   34.46     3.60
   34.97     3.54
   35.47     3.54
   35.98     3.44
   36.48     3.41
   36.98     3.37
   37.49     3.28
   38.00     3.25
   38.50     3.16
   39.00     3.06
   39.51     2.99
   40.01     2.90
   40.52     2.78
   41.02     2.65
   41.53     2.53
   42.03     2.40
   42.54     2.27
   43.04     2.11
   43.55     1.96
   44.05     1.83
   44.56     1.67
   45.06     1.48
   45.57     1.35
   46.07     1.20
   46.57     1.01
   47.08     0.79
   47.58     0.57
   48.09     0.32
   48.59     0.06
   49.10    -0.16
   49.60    -0.38
   50.11    -0.63
   50.61    -0.88
   51.12    -1.14
   51.62    -1.42
   52.13    -1.70
   52.63    -2.02
   53.14    -2.40
   53.64    -2.75
   54.15    -3.13
   54.65    -3.50
   55.16    -3.88
   55.66    -4.29
   56.16    -4.70
   56.67    -5.08
   57.17    -5.49
   57.68    -5.87
   58.25    -6.31