# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 0
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 0.00
# Trailing edge coordinates (mm): x= 60.06  y= -16.19
#
#  x(mm)    y(mm)
   11.18     0.12
   11.50     0.12
   12.00     0.12
   12.51     0.12
   13.01     0.25
   13.52     0.25
   14.02     0.25
   14.53     0.37
   15.03     0.37
   15.54     0.47
   16.04     0.54
   16.55     0.63
   17.05     0.75
   17.56     0.88
   18.06     0.97
   18.56     1.07
   19.07     1.20
   19.57     1.29
   20.08     1.42
   20.58     1.51
   21.09     1.63
   21.59     1.76
   22.10     1.92
   22.60     2.05
   23.11     2.18
   23.61     2.33
   24.12     2.46
   24.62     2.61
   25.13     2.77
   25.63     2.93
   26.14     3.06
   26.64     3.18
   27.14     3.31
   27.65     3.40
   28.15     3.53
   28.66     3.62
   29.16     3.65
   29.67     3.78
   30.17     3.78
   30.68     3.91
   31.18     3.91
   31.69     3.91
   32.19     4.03
   32.69     4.03
   33.20     4.03
   33.70     4.03
   34.21     4.03
   34.72     4.03
   35.22     4.03
   35.72     4.03
   36.23     4.03
   36.73     4.03
   37.24     4.03
   37.74     4.03
   38.25     4.03
   38.75     4.03
   39.26     4.03
   39.76     4.00
   40.27     3.91
   40.77     3.91
   41.27     3.85
   41.78     3.78
   42.28     3.65
   42.79     3.59
   43.30     3.53
   43.80     3.40
   44.30     3.34
   44.81     3.24
   45.31     3.12
   45.82     2.99
   46.32     2.84
   46.83     2.68
   47.33     2.49
   47.84     2.27
   48.34     2.02
   48.85     1.76
   49.35     1.48
   49.85     1.17
   50.36     0.85
   50.86     0.50
   51.37     0.16
   51.87    -0.22
   52.38    -0.60
   52.88    -1.08
   53.39    -1.58
   53.89    -2.15
   54.40    -2.81
   54.90    -3.60
   55.41    -4.42
   55.91    -5.43
   56.48    -6.82