# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 160
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -6.94
# Trailing edge coordinates (mm): x= 66.87  y= -16.37
#
#  x(mm)    y(mm)
   11.06    -1.13
   11.37    -1.26
   11.88    -1.26
   12.38    -1.26
   12.89    -1.36
   13.39    -1.39
   13.89    -1.39
   14.40    -1.39
   14.91    -1.39
   15.41    -1.39
   15.91    -1.39
   16.42    -1.39
   16.92    -1.39
   17.43    -1.39
   17.93    -1.39
   18.44    -1.39
   18.94    -1.39
   19.45    -1.39
   19.95    -1.39
   20.46    -1.39
   20.96    -1.39
   21.47    -1.39
   21.97    -1.39
   22.48    -1.39
   22.98    -1.39
   23.48    -1.39
   23.99    -1.39
   24.49    -1.39
   25.00    -1.30
   25.50    -1.26
   26.01    -1.26
   26.51    -1.26
   27.02    -1.23
   27.52    -1.13
   28.03    -1.13
   28.53    -1.13
   29.04    -1.13
   29.54    -1.13
   30.05    -1.13
   30.55    -1.10
   31.06    -1.01
   31.56    -1.01
   32.07    -1.01
   32.57    -1.01
   33.07    -1.01
   33.58    -1.01
   34.08    -1.01
   34.59    -1.01
   35.09    -1.10
   35.60    -1.13
   36.10    -1.13
   36.61    -1.13
   37.11    -1.17
   37.62    -1.26
   38.12    -1.26
   38.63    -1.36
   39.13    -1.42
   39.64    -1.51
   40.14    -1.61
   40.65    -1.70
   41.15    -1.76
   41.65    -1.89
   42.16    -1.99
   42.66    -2.11
   43.17    -2.24
   43.67    -2.36
   44.18    -2.49
   44.68    -2.68
   45.19    -2.81
   45.69    -2.97
   46.20    -3.16
   46.70    -3.34
   47.20    -3.50
   47.71    -3.72
   48.22    -3.91
   48.72    -4.10
   49.23    -4.32
   49.73    -4.54
   50.23    -4.73
   50.74    -4.98
   51.24    -5.24
   51.75    -5.52
   52.25    -5.81
   52.76    -6.09
   53.26    -6.41
   53.77    -6.72
   54.27    -7.04
   54.78    -7.35
   55.28    -7.73
   55.78    -8.08
   56.29    -8.42
   56.80    -8.80
   57.30    -9.18
   57.81    -9.56
   58.31    -9.94
   58.88   -10.34