# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 170
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -4.87
# Trailing edge coordinates (mm): x= 60.30  y= 17.79
#
#  x(mm)    y(mm)
   11.06    -0.89
   11.37    -0.89
   11.88    -0.89
   12.38    -0.95
   12.89    -1.02
   13.39    -1.02
   13.89    -1.14
   14.40    -1.14
   14.91    -1.20
   15.41    -1.27
   15.91    -1.36
   16.42    -1.42
   16.92    -1.52
   17.43    -1.65
   17.93    -1.71
   18.44    -1.80
   18.94    -1.90
   19.45    -1.99
   19.95    -2.02
   20.46    -2.05
   20.96    -2.15
   21.47    -2.15
   21.97    -2.18
   22.48    -2.28
   22.98    -2.28
   23.48    -2.28
   23.99    -2.37
   24.49    -2.40
   25.00    -2.40
   25.50    -2.40
   26.01    -2.40
   26.51    -2.40
   27.02    -2.40
   27.52    -2.40
   28.03    -2.40
   28.53    -2.40
   29.04    -2.40
   29.54    -2.40
   30.05    -2.40
   30.55    -2.40
   31.06    -2.40
   31.56    -2.49
   32.07    -2.53
   32.57    -2.53
   33.07    -2.59
   33.58    -2.66
   34.08    -2.66
   34.59    -2.78
   35.09    -2.78
   35.60    -2.78
   36.10    -2.78
   36.61    -2.78
   37.11    -2.78
   37.62    -2.78
   38.12    -2.75
   38.63    -2.66
   39.13    -2.66
   39.64    -2.62
   40.14    -2.53
   40.65    -2.49
   41.15    -2.40
   41.65    -2.31
   42.16    -2.21
   42.66    -2.11
   43.17    -2.02
   43.67    -1.90
   44.18    -1.77
   44.68    -1.61
   45.19    -1.45
   45.69    -1.30
   46.20    -1.11
   46.70    -0.92
   47.20    -0.70
   47.71    -0.51
   48.22    -0.25
   48.72    -0.00
   49.23     0.25
   49.73     0.50
   50.23     0.82
   50.74     1.13
   51.24     1.48
   51.75     1.80
   52.25     2.21
   52.76     2.58
   53.26     3.09
   53.77     3.47
   54.27     4.07
   54.78     4.76
   55.28     5.49
   55.78     6.43
   56.29     7.44
   56.73     8.45