# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 65
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -16.45
# Trailing edge coordinates (mm): x= 63.10  y= -0.46
#
#  x(mm)    y(mm)
   10.68    -3.16
   10.99    -3.22
   11.50    -3.35
   12.00    -3.44
   12.51    -3.54
   13.01    -3.60
   13.52    -3.66
   14.02    -3.66
   14.53    -3.79
   15.03    -3.79
   15.54    -3.79
   16.04    -3.79
   16.55    -3.79
   17.05    -3.75
   17.56    -3.66
   18.06    -3.60
   18.56    -3.47
   19.07    -3.35
   19.57    -3.19
   20.08    -3.00
   20.58    -2.84
   21.09    -2.65
   21.59    -2.40
   22.10    -2.15
   22.60    -1.86
   23.11    -1.55
   23.61    -1.23
   24.12    -0.89
   24.62    -0.51
   25.13    -0.16
   25.63     0.22
   26.14     0.66
   26.64     1.07
   27.14     1.54
   27.65     1.95
   28.15     2.46
   28.66     2.96
   29.16     3.47
   29.67     3.97
   30.17     4.38
   30.68     4.86
   31.18     5.33
   31.69     5.74
   32.19     6.15
   32.69     6.56
   33.20     6.94
   33.70     7.22
   34.21     7.60
   34.72     7.95
   35.22     8.26
   35.72     8.51
   36.23     8.77
   36.73     9.02
   37.24     9.24
   37.74     9.46
   38.25     9.65
   38.75     9.81
   39.26     9.93
   39.76    10.09
   40.27    10.21
   40.77    10.31
   41.27    10.41
   41.78    10.47
   42.28    10.53
   42.79    10.59
   43.30    10.59
   43.80    10.72
   44.30    10.72
   44.81    10.69
   45.31    10.59
   45.82    10.59
   46.32    10.50
   46.83    10.41
   47.33    10.31
   47.84    10.18
   48.34    10.03
   48.85     9.87
   49.35     9.68
   49.85     9.52
   50.36     9.27
   50.86     9.02
   51.37     8.77
   51.87     8.51
   52.38     8.20
   52.88     7.88
   53.39     7.57
   53.89     7.22
   54.40     6.84
   54.90     6.47
   55.47     6.05