# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 155
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -12.49
# Trailing edge coordinates (mm): x= 61.93  y= 19.37
#
#  x(mm)    y(mm)
   10.93    -2.28
   11.25    -2.34
   11.75    -2.43
   12.25    -2.53
   12.76    -2.62
   13.26    -2.66
   13.77    -2.72
   14.27    -2.78
   14.78    -2.81
   15.28    -2.91
   15.79    -2.91
   16.29    -2.91
   16.80    -2.91
   17.30    -2.91
   17.81    -2.91
   18.31    -2.91
   18.82    -2.81
   19.32    -2.78
   19.83    -2.75
   20.33    -2.66
   20.84    -2.66
   21.34    -2.59
   21.85    -2.53
   22.35    -2.53
   22.85    -2.40
   23.36    -2.34
   23.86    -2.28
   24.37    -2.15
   24.87    -2.08
   25.38    -1.99
   25.88    -1.90
   26.39    -1.80
   26.89    -1.77
   27.40    -1.65
   27.90    -1.65
   28.41    -1.52
   28.91    -1.52
   29.41    -1.48
   29.92    -1.39
   30.43    -1.39
   30.93    -1.36
   31.43    -1.27
   31.94    -1.27
   32.44    -1.20
   32.95    -1.14
   33.45    -1.14
   33.96    -1.14
   34.46    -1.11
   34.97    -1.02
   35.47    -1.02
   35.98    -0.95
   36.48    -0.89
   36.98    -0.82
   37.49    -0.73
   38.00    -0.64
   38.50    -0.51
   39.00    -0.41
   39.51    -0.32
   40.01    -0.26
   40.52    -0.13
   41.02    -0.04
   41.53     0.09
   42.03     0.22
   42.54     0.34
   43.04     0.47
   43.55     0.63
   44.05     0.75
   44.56     0.91
   45.06     1.07
   45.57     1.23
   46.07     1.42
   46.57     1.64
   47.08     1.86
   47.58     2.08
   48.09     2.33
   48.59     2.62
   49.10     2.90
   49.60     3.18
   50.11     3.50
   50.61     3.82
   51.12     4.19
   51.62     4.57
   52.13     4.98
   52.63     5.39
   53.14     5.86
   53.64     6.24
   54.15     6.75
   54.65     7.32
   55.16     7.88
   55.66     8.58
   56.16     9.33
   56.67    10.19
   56.98    10.72