# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 160
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -9.88
# Trailing edge coordinates (mm): x= 61.21  y= 18.99
#
#  x(mm)    y(mm)
   11.06    -1.90
   11.37    -1.93
   11.88    -2.02
   12.38    -2.11
   12.89    -2.15
   13.39    -2.28
   13.89    -2.28
   14.40    -2.37
   14.91    -2.40
   15.41    -2.40
   15.91    -2.40
   16.42    -2.40
   16.92    -2.40
   17.43    -2.40
   17.93    -2.40
   18.44    -2.40
   18.94    -2.40
   19.45    -2.40
   19.95    -2.40
   20.46    -2.40
   20.96    -2.40
   21.47    -2.34
   21.97    -2.28
   22.48    -2.28
   22.98    -2.28
   23.48    -2.15
   23.99    -2.15
   24.49    -2.15
   25.00    -2.02
   25.50    -2.02
   26.01    -2.02
   26.51    -1.93
   27.02    -1.90
   27.52    -1.90
   28.03    -1.90
   28.53    -1.90
   29.04    -1.90
   29.54    -1.90
   30.05    -1.90
   30.55    -1.90
   31.06    -1.83
   31.56    -1.77
   32.07    -1.77
   32.57    -1.77
   33.07    -1.77
   33.58    -1.77
   34.08    -1.77
   34.59    -1.65
   35.09    -1.65
   35.60    -1.65
   36.10    -1.58
   36.61    -1.52
   37.11    -1.48
   37.62    -1.39
   38.12    -1.30
   38.63    -1.23
   39.13    -1.14
   39.64    -1.05
   40.14    -0.98
   40.65    -0.89
   41.15    -0.76
   41.65    -0.67
   42.16    -0.60
   42.66    -0.47
   43.17    -0.35
   43.67    -0.22
   44.18    -0.07
   44.68     0.09
   45.19     0.28
   45.69     0.44
   46.20     0.66
   46.70     0.82
   47.20     1.04
   47.71     1.26
   48.22     1.51
   48.72     1.76
   49.23     2.02
   49.73     2.27
   50.23     2.62
   50.74     2.93
   51.24     3.28
   51.75     3.66
   52.25     4.07
   52.76     4.48
   53.26     4.98
   53.77     5.49
   54.27     6.12
   54.78     6.72
   55.28     7.44
   55.78     8.14
   56.29     9.02
   56.86     9.96