# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 165
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -7.26
# Trailing edge coordinates (mm): x= 60.79  y= 18.53
#
#  x(mm)    y(mm)
   11.06    -1.39
   11.37    -1.39
   11.88    -1.52
   12.38    -1.55
   12.89    -1.65
   13.39    -1.71
   13.89    -1.77
   14.40    -1.90
   14.91    -1.96
   15.41    -2.02
   15.91    -2.05
   16.42    -2.15
   16.92    -2.15
   17.43    -2.15
   17.93    -2.21
   18.44    -2.28
   18.94    -2.28
   19.45    -2.28
   19.95    -2.31
   20.46    -2.40
   20.96    -2.40
   21.47    -2.40
   21.97    -2.40
   22.48    -2.40
   22.98    -2.40
   23.48    -2.40
   23.99    -2.40
   24.49    -2.40
   25.00    -2.31
   25.50    -2.28
   26.01    -2.28
   26.51    -2.28
   27.02    -2.28
   27.52    -2.28
   28.03    -2.28
   28.53    -2.28
   29.04    -2.28
   29.54    -2.28
   30.05    -2.28
   30.55    -2.28
   31.06    -2.28
   31.56    -2.28
   32.07    -2.28
   32.57    -2.28
   33.07    -2.28
   33.58    -2.28
   34.08    -2.28
   34.59    -2.15
   35.09    -2.15
   35.60    -2.15
   36.10    -2.15
   36.61    -2.15
   37.11    -2.15
   37.62    -2.05
   38.12    -2.02
   38.63    -1.99
   39.13    -1.90
   39.64    -1.86
   40.14    -1.77
   40.65    -1.74
   41.15    -1.65
   41.65    -1.58
   42.16    -1.52
   42.66    -1.39
   43.17    -1.33
   43.67    -1.20
   44.18    -1.08
   44.68    -0.92
   45.19    -0.76
   45.69    -0.60
   46.20    -0.44
   46.70    -0.22
   47.20    -0.04
   47.71     0.19
   48.22     0.38
   48.72     0.63
   49.23     0.88
   49.73     1.23
   50.23     1.57
   50.74     1.92
   51.24     2.30
   51.75     2.68
   52.25     3.09
   52.76     3.47
   53.26     3.97
   53.77     4.48
   54.27     4.98
   54.78     5.64
   55.28     6.31
   55.78     7.16
   56.29     8.07
   56.86     9.33