# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 15
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -5.39
# Trailing edge coordinates (mm): x= 60.30  y= -13.09
#
#  x(mm)    y(mm)
   11.06    -0.89
   11.37    -0.98
   11.88    -1.02
   12.38    -1.02
   12.89    -1.02
   13.39    -1.02
   13.89    -1.02
   14.40    -0.98
   14.91    -0.89
   15.41    -0.85
   15.91    -0.73
   16.42    -0.60
   16.92    -0.47
   17.43    -0.35
   17.93    -0.22
   18.44    -0.07
   18.94     0.06
   19.45     0.22
   19.95     0.34
   20.46     0.54
   20.96     0.69
   21.47     0.85
   21.97     1.04
   22.48     1.20
   22.98     1.42
   23.48     1.57
   23.99     1.80
   24.49     1.98
   25.00     2.21
   25.50     2.40
   26.01     2.65
   26.51     2.90
   27.02     3.09
   27.52     3.34
   28.03     3.53
   28.53     3.75
   29.04     3.94
   29.54     4.10
   30.05     4.32
   30.55     4.48
   31.06     4.63
   31.56     4.79
   32.07     4.92
   32.57     5.04
   33.07     5.17
   33.58     5.29
   34.08     5.42
   34.59     5.55
   35.09     5.61
   35.60     5.67
   36.10     5.80
   36.61     5.80
   37.11     5.86
   37.62     5.92
   38.12     5.92
   38.63     5.96
   39.13     6.05
   39.64     6.05
   40.14     6.05
   40.65     6.05
   41.15     6.05
   41.65     6.05
   42.16     6.05
   42.66     5.92
   43.17     5.92
   43.67     5.83
   44.18     5.77
   44.68     5.64
   45.19     5.49
   45.69     5.36
   46.20     5.20
   46.70     5.01
   47.20     4.83
   47.71     4.63
   48.22     4.41
   48.72     4.16
   49.23     3.91
   49.73     3.66
   50.23     3.28
   50.74     2.90
   51.24     2.46
   51.75     2.02
   52.25     1.57
   52.76     1.07
   53.26     0.44
   53.77    -0.13
   54.27    -0.89
   54.78    -1.67
   55.28    -2.46
   55.78    -3.41
   56.10    -4.04