# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 10
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -3.66
# Trailing edge coordinates (mm): x= 60.15  y= -13.98
#
#  x(mm)    y(mm)
   11.31    -0.76
   11.63    -0.76
   12.13    -0.76
   12.63    -0.76
   13.14    -0.76
   13.64    -0.76
   14.15    -0.67
   14.65    -0.64
   15.16    -0.60
   15.66    -0.51
   16.17    -0.38
   16.67    -0.29
   17.18    -0.16
   17.68    -0.04
   18.19     0.09
   18.69     0.25
   19.19     0.41
   19.70     0.57
   20.20     0.72
   20.71     0.88
   21.21     1.04
   21.72     1.20
   22.22     1.39
   22.73     1.57
   23.23     1.73
   23.74     1.92
   24.24     2.08
   24.75     2.27
   25.25     2.46
   25.76     2.71
   26.26     2.87
   26.77     3.06
   27.27     3.24
   27.77     3.44
   28.28     3.59
   28.78     3.72
   29.29     3.88
   29.79     4.07
   30.30     4.19
   30.80     4.35
   31.31     4.48
   31.81     4.60
   32.32     4.70
   32.82     4.79
   33.33     4.92
   33.83     4.98
   34.34     5.04
   34.84     5.11
   35.34     5.17
   35.85     5.17
   36.35     5.29
   36.86     5.29
   37.36     5.29
   37.87     5.39
   38.37     5.42
   38.88     5.42
   39.38     5.42
   39.89     5.42
   40.39     5.42
   40.90     5.42
   41.40     5.29
   41.91     5.29
   42.41     5.23
   42.92     5.17
   43.42     5.04
   43.93     4.98
   44.43     4.86
   44.93     4.76
   45.44     4.63
   45.94     4.48
   46.45     4.32
   46.95     4.13
   47.46     3.97
   47.96     3.72
   48.47     3.47
   48.97     3.21
   49.48     2.96
   49.98     2.65
   50.49     2.40
   50.99     2.02
   51.50     1.64
   52.00     1.26
   52.50     0.82
   53.01     0.31
   53.52    -0.22
   54.02    -0.89
   54.52    -1.61
   55.03    -2.53
   55.53    -3.53
   56.10    -4.80