# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 110
#
# 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= 66.41  y= 12.49
#
#  x(mm)    y(mm)
   10.30    -4.30
   10.62    -4.48
   11.12    -4.70
   11.63    -4.83
   12.13    -4.96
   12.63    -5.05
   13.14    -5.14
   13.64    -5.18
   14.15    -5.18
   14.65    -5.18
   15.16    -5.18
   15.66    -5.18
   16.17    -5.18
   16.67    -5.18
   17.18    -5.05
   17.68    -4.99
   18.19    -4.89
   18.69    -4.80
   19.19    -4.67
   19.70    -4.51
   20.20    -4.36
   20.71    -4.20
   21.21    -3.98
   21.72    -3.79
   22.22    -3.60
   22.73    -3.35
   23.23    -3.09
   23.74    -2.84
   24.24    -2.59
   24.75    -2.27
   25.25    -2.02
   25.76    -1.74
   26.26    -1.42
   26.77    -1.14
   27.27    -0.79
   27.77    -0.51
   28.28    -0.16
   28.78     0.12
   29.29     0.47
   29.79     0.79
   30.30     1.17
   30.80     1.51
   31.31     1.86
   31.81     2.24
   32.32     2.62
   32.82     2.96
   33.33     3.34
   33.83     3.72
   34.34     4.10
   34.84     4.45
   35.34     4.79
   35.85     5.14
   36.35     5.42
   36.86     5.74
   37.36     6.05
   37.87     6.31
   38.37     6.56
   38.88     6.81
   39.38     7.06
   39.89     7.32
   40.39     7.50
   40.90     7.76
   41.40     8.01
   41.91     8.20
   42.41     8.39
   42.92     8.64
   43.42     8.80
   43.93     8.99
   44.43     9.14
   44.93     9.30
   45.44     9.46
   45.94     9.62
   46.45     9.75
   46.95     9.87
   47.46    10.00
   47.96    10.12
   48.47    10.21
   48.97    10.34
   49.48    10.44
   49.98    10.56
   50.49    10.63
   50.99    10.72
   51.50    10.82
   52.00    10.85
   52.50    10.97
   53.01    11.04
   53.52    11.10
   54.02    11.19
   54.52    11.26
   55.03    11.35
   55.53    11.39
   56.04    11.48
   56.48    11.48