# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 5
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -1.84
# Trailing edge coordinates (mm): x= 60.06  y= -15.12
#
#  x(mm)    y(mm)
   11.31    -0.26
   11.63    -0.26
   12.13    -0.26
   12.63    -0.26
   13.14    -0.19
   13.64    -0.13
   14.15    -0.13
   14.65    -0.10
   15.16    -0.01
   15.66    -0.01
   16.17     0.12
   16.67     0.19
   17.18     0.28
   17.68     0.41
   18.19     0.54
   18.69     0.66
   19.19     0.82
   19.70     0.94
   20.20     1.10
   20.71     1.26
   21.21     1.42
   21.72     1.57
   22.22     1.73
   22.73     1.86
   23.23     2.05
   23.74     2.21
   24.24     2.33
   24.75     2.49
   25.25     2.68
   25.76     2.84
   26.26     2.96
   26.77     3.12
   27.27     3.24
   27.77     3.37
   28.28     3.50
   28.78     3.62
   29.29     3.75
   29.79     3.88
   30.30     4.00
   30.80     4.13
   31.31     4.19
   31.81     4.28
   32.32     4.35
   32.82     4.41
   33.33     4.48
   33.83     4.54
   34.34     4.54
   34.84     4.63
   35.34     4.66
   35.85     4.66
   36.35     4.73
   36.86     4.79
   37.36     4.79
   37.87     4.79
   38.37     4.79
   38.88     4.79
   39.38     4.79
   39.89     4.79
   40.39     4.79
   40.90     4.70
   41.40     4.66
   41.91     4.57
   42.41     4.54
   42.92     4.41
   43.42     4.32
   43.93     4.25
   44.43     4.13
   44.93     4.00
   45.44     3.88
   45.94     3.75
   46.45     3.59
   46.95     3.44
   47.46     3.24
   47.96     3.03
   48.47     2.77
   48.97     2.52
   49.48     2.27
   49.98     1.99
   50.49     1.64
   50.99     1.29
   51.50     0.94
   52.00     0.47
   52.50     0.06
   53.01    -0.44
   53.52    -0.95
   54.02    -1.48
   54.52    -2.15
   55.03    -2.84
   55.53    -3.72
   56.04    -4.67
   56.48    -5.81