# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 290
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 23.09
# Trailing edge coordinates (mm): x= 66.30  y= -12.71
#
#  x(mm)    y(mm)
   10.17     4.41
   10.49     4.54
   10.99     4.73
   11.50     4.86
   12.00     5.01
   12.51     5.14
   13.01     5.20
   13.52     5.29
   14.02     5.33
   14.53     5.42
   15.03     5.42
   15.54     5.39
   16.04     5.29
   16.55     5.29
   17.05     5.20
   17.56     5.11
   18.06     5.01
   18.56     4.92
   19.07     4.79
   19.57     4.63
   20.08     4.48
   20.58     4.29
   21.09     4.07
   21.59     3.85
   22.10     3.59
   22.60     3.34
   23.11     3.03
   23.61     2.77
   24.12     2.43
   24.62     2.14
   25.13     1.80
   25.63     1.48
   26.14     1.17
   26.64     0.85
   27.14     0.50
   27.65     0.16
   28.15    -0.16
   28.66    -0.54
   29.16    -0.92
   29.67    -1.26
   30.17    -1.64
   30.68    -1.99
   31.18    -2.37
   31.69    -2.65
   32.19    -2.97
   32.69    -3.28
   33.20    -3.63
   33.70    -3.91
   34.21    -4.26
   34.72    -4.54
   35.22    -4.80
   35.72    -5.08
   36.23    -5.37
   36.73    -5.62
   37.24    -5.93
   37.74    -6.18
   38.25    -6.44
   38.75    -6.63
   39.26    -6.88
   39.76    -7.10
   40.27    -7.32
   40.77    -7.57
   41.27    -7.79
   41.78    -8.01
   42.28    -8.17
   42.79    -8.39
   43.30    -8.58
   43.80    -8.77
   44.30    -8.99
   44.81    -9.15
   45.31    -9.28
   45.82    -9.43
   46.32    -9.60
   46.83    -9.72
   47.33    -9.85
   47.84    -9.97
   48.34   -10.10
   48.85   -10.23
   49.35   -10.35
   49.85   -10.48
   50.36   -10.54
   50.86   -10.60
   51.37   -10.73
   51.87   -10.79
   52.38   -10.86
   52.88   -10.95
   53.39   -10.98
   53.89   -11.11
   54.40   -11.11
   54.90   -11.24
   55.41   -11.27
   55.91   -11.36
   56.35   -11.36