# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 195
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 5.73
# Trailing edge coordinates (mm): x= 65.94  y= -13.46
#
#  x(mm)    y(mm)
   10.93     1.26
   11.25     1.26
   11.75     1.29
   12.25     1.39
   12.76     1.39
   13.26     1.42
   13.77     1.52
   14.27     1.52
   14.78     1.52
   15.28     1.52
   15.79     1.52
   16.29     1.58
   16.80     1.64
   17.30     1.64
   17.81     1.73
   18.31     1.77
   18.82     1.77
   19.32     1.90
   19.83     1.90
   20.33     1.96
   20.84     2.02
   21.34     2.08
   21.85     2.15
   22.35     2.24
   22.85     2.27
   23.36     2.40
   23.86     2.46
   24.37     2.53
   24.87     2.62
   25.38     2.68
   25.88     2.78
   26.39     2.84
   26.89     2.90
   27.40     3.03
   27.90     3.03
   28.41     3.12
   28.91     3.16
   29.41     3.16
   29.92     3.22
   30.43     3.28
   30.93     3.28
   31.43     3.28
   31.94     3.28
   32.44     3.28
   32.95     3.25
   33.45     3.16
   33.96     3.16
   34.46     3.16
   34.97     3.06
   35.47     3.03
   35.98     3.03
   36.48     2.90
   36.98     2.90
   37.49     2.78
   38.00     2.71
   38.50     2.65
   39.00     2.53
   39.51     2.43
   40.01     2.33
   40.52     2.27
   41.02     2.15
   41.53     2.02
   42.03     1.90
   42.54     1.77
   43.04     1.61
   43.55     1.45
   44.05     1.29
   44.56     1.14
   45.06     0.98
   45.57     0.82
   46.07     0.57
   46.57     0.38
   47.08     0.19
   47.58    -0.06
   48.09    -0.32
   48.59    -0.51
   49.10    -0.76
   49.60    -1.01
   50.11    -1.26
   50.61    -1.52
   51.12    -1.83
   51.62    -2.08
   52.13    -2.37
   52.63    -2.68
   53.14    -3.03
   53.64    -3.31
   54.15    -3.66
   54.65    -4.04
   55.16    -4.42
   55.66    -4.83
   56.16    -5.24
   56.67    -5.65
   57.17    -6.09
   57.68    -6.50
   58.25    -6.94