# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 175
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -2.45
# Trailing edge coordinates (mm): x= 60.10  y= 17.07
#
#  x(mm)    y(mm)
   11.18    -0.38
   11.50    -0.38
   12.00    -0.44
   12.51    -0.51
   13.01    -0.51
   13.52    -0.64
   14.02    -0.70
   14.53    -0.76
   15.03    -0.89
   15.54    -1.02
   16.04    -1.11
   16.55    -1.20
   17.05    -1.33
   17.56    -1.42
   18.06    -1.55
   18.56    -1.65
   19.07    -1.77
   19.57    -1.86
   20.08    -1.99
   20.58    -2.11
   21.09    -2.21
   21.59    -2.28
   22.10    -2.40
   22.60    -2.40
   23.11    -2.53
   23.61    -2.53
   24.12    -2.56
   24.62    -2.66
   25.13    -2.66
   25.63    -2.69
   26.14    -2.78
   26.64    -2.78
   27.14    -2.78
   27.65    -2.78
   28.15    -2.78
   28.66    -2.81
   29.16    -2.91
   29.67    -2.91
   30.17    -2.91
   30.68    -3.00
   31.18    -3.03
   31.69    -3.03
   32.19    -3.12
   32.69    -3.16
   33.20    -3.25
   33.70    -3.29
   34.21    -3.29
   34.72    -3.38
   35.22    -3.41
   35.72    -3.41
   36.23    -3.41
   36.73    -3.41
   37.24    -3.41
   37.74    -3.41
   38.25    -3.41
   38.75    -3.41
   39.26    -3.32
   39.76    -3.29
   40.27    -3.29
   40.77    -3.16
   41.27    -3.12
   41.78    -3.03
   42.28    -2.94
   42.79    -2.84
   43.30    -2.75
   43.80    -2.62
   44.30    -2.49
   44.81    -2.34
   45.31    -2.18
   45.82    -1.99
   46.32    -1.83
   46.83    -1.68
   47.33    -1.48
   47.84    -1.26
   48.34    -1.01
   48.85    -0.76
   49.35    -0.51
   49.85    -0.25
   50.36     0.06
   50.86     0.31
   51.37     0.66
   51.87     1.04
   52.38     1.45
   52.88     1.89
   53.39     2.33
   53.89     2.84
   54.40     3.47
   54.90     4.10
   55.41     4.86
   55.91     5.80
   56.42     6.87
   56.73     7.69