# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 275
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 21.60
# Trailing edge coordinates (mm): x= 65.57  y= -8.35
#
#  x(mm)    y(mm)
   10.55     4.16
   10.87     4.25
   11.37     4.45
   11.88     4.63
   12.38     4.79
   12.89     4.92
   13.39     5.01
   13.89     5.04
   14.40     5.14
   14.91     5.17
   15.41     5.17
   15.91     5.17
   16.42     5.17
   16.92     5.08
   17.43     5.04
   17.93     4.95
   18.44     4.89
   18.94     4.79
   19.45     4.63
   19.95     4.51
   20.46     4.35
   20.96     4.16
   21.47     3.91
   21.97     3.66
   22.48     3.40
   22.98     3.15
   23.48     2.90
   23.99     2.65
   24.49     2.30
   25.00     1.99
   25.50     1.64
   26.01     1.26
   26.51     0.88
   27.02     0.50
   27.52     0.06
   28.03    -0.32
   28.53    -0.82
   29.04    -1.20
   29.54    -1.71
   30.05    -2.21
   30.55    -2.72
   31.06    -3.16
   31.56    -3.60
   32.07    -4.01
   32.57    -4.39
   33.07    -4.76
   33.58    -5.21
   34.08    -5.58
   34.59    -5.96
   35.09    -6.31
   35.60    -6.66
   36.10    -7.04
   36.61    -7.35
   37.11    -7.64
   37.62    -7.89
   38.12    -8.20
   38.63    -8.46
   39.13    -8.68
   39.64    -8.90
   40.14    -9.15
   40.65    -9.34
   41.15    -9.53
   41.65    -9.75
   42.16    -9.88
   42.66   -10.00
   43.17   -10.13
   43.67   -10.23
   44.18   -10.32
   44.68   -10.35
   45.19   -10.48
   45.69   -10.54
   46.20   -10.60
   46.70   -10.60
   47.20   -10.73
   47.71   -10.73
   48.22   -10.73
   48.72   -10.73
   49.23   -10.73
   49.73   -10.73
   50.23   -10.66
   50.74   -10.60
   51.24   -10.60
   51.75   -10.57
   52.25   -10.48
   52.76   -10.48
   53.26   -10.44
   53.77   -10.35
   54.27   -10.35
   54.78   -10.29
   55.28   -10.23
   55.72   -10.10