# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 25
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -8.73
# Trailing edge coordinates (mm): x= 66.51  y= 12.00
#
#  x(mm)    y(mm)
   11.06    -1.64
   11.37    -1.64
   11.88    -1.70
   12.38    -1.76
   12.89    -1.89
   13.39    -1.89
   13.89    -2.02
   14.40    -2.02
   14.91    -2.05
   15.41    -2.14
   15.91    -2.14
   16.42    -2.24
   16.92    -2.27
   17.43    -2.30
   17.93    -2.39
   18.44    -2.39
   18.94    -2.46
   19.45    -2.52
   19.95    -2.52
   20.46    -2.65
   20.96    -2.65
   21.47    -2.71
   21.97    -2.77
   22.48    -2.77
   22.98    -2.77
   23.48    -2.77
   23.99    -2.77
   24.49    -2.77
   25.00    -2.90
   25.50    -2.90
   26.01    -2.90
   26.51    -2.97
   27.02    -3.03
   27.52    -3.03
   28.03    -3.03
   28.53    -3.03
   29.04    -3.03
   29.54    -3.03
   30.05    -3.12
   30.55    -3.15
   31.06    -3.15
   31.56    -3.15
   32.07    -3.15
   32.57    -3.15
   33.07    -3.15
   33.58    -3.15
   34.08    -3.15
   34.59    -3.15
   35.09    -3.15
   35.60    -3.15
   36.10    -3.15
   36.61    -3.03
   37.11    -3.03
   37.62    -3.03
   38.12    -2.90
   38.63    -2.90
   39.13    -2.87
   39.64    -2.77
   40.14    -2.74
   40.65    -2.62
   41.15    -2.52
   41.65    -2.39
   42.16    -2.27
   42.66    -2.11
   43.17    -1.99
   43.67    -1.86
   44.18    -1.70
   44.68    -1.52
   45.19    -1.33
   45.69    -1.17
   46.20    -0.98
   46.70    -0.82
   47.20    -0.63
   47.71    -0.38
   48.22    -0.16
   48.72     0.06
   49.23     0.32
   49.73     0.54
   50.23     0.76
   50.74     1.01
   51.24     1.26
   51.75     1.51
   52.25     1.77
   52.76     2.05
   53.26     2.33
   53.77     2.59
   54.27     2.90
   54.78     3.22
   55.28     3.53
   55.78     3.88
   56.29     4.16
   56.80     4.51
   57.30     4.86
   57.81     5.24
   58.31     5.61
   58.62     5.81