# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 135
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -20.89
# Trailing edge coordinates (mm): x= 64.91  y= 18.55
#
#  x(mm)    y(mm)
   10.55    -3.79
   10.87    -3.88
   11.37    -4.04
   11.88    -4.17
   12.38    -4.30
   12.89    -4.30
   13.39    -4.42
   13.89    -4.42
   14.40    -4.36
   14.91    -4.30
   15.41    -4.26
   15.91    -4.17
   16.42    -4.17
   16.92    -4.04
   17.43    -4.01
   17.93    -3.88
   18.44    -3.75
   18.94    -3.63
   19.45    -3.50
   19.95    -3.38
   20.46    -3.25
   20.96    -3.12
   21.47    -3.00
   21.97    -2.87
   22.48    -2.72
   22.98    -2.56
   23.48    -2.43
   23.99    -2.24
   24.49    -2.11
   25.00    -1.99
   25.50    -1.83
   26.01    -1.68
   26.51    -1.48
   27.02    -1.33
   27.52    -1.17
   28.03    -0.98
   28.53    -0.82
   29.04    -0.60
   29.54    -0.44
   30.05    -0.32
   30.55    -0.16
   31.06    -0.01
   31.56     0.16
   32.07     0.31
   32.57     0.47
   33.07     0.60
   33.58     0.79
   34.08     0.94
   34.59     1.10
   35.09     1.32
   35.60     1.51
   36.10     1.70
   36.61     1.86
   37.11     2.05
   37.62     2.24
   38.12     2.46
   38.63     2.61
   39.13     2.84
   39.64     2.99
   40.14     3.21
   40.65     3.47
   41.15     3.62
   41.65     3.85
   42.16     4.00
   42.66     4.22
   43.17     4.41
   43.67     4.63
   44.18     4.86
   44.68     5.01
   45.19     5.23
   45.69     5.42
   46.20     5.61
   46.70     5.86
   47.20     6.05
   47.71     6.31
   48.22     6.53
   48.72     6.75
   49.23     7.00
   49.73     7.25
   50.23     7.50
   50.74     7.76
   51.24     8.04
   51.75     8.33
   52.25     8.58
   52.76     8.86
   53.26     9.21
   53.77     9.56
   54.27     9.87
   54.78    10.25
   55.28    10.60
   55.78    10.98
   56.29    11.35
   56.80    11.76
   57.24    12.11