# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 270
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): 20.86
# Trailing edge coordinates (mm): x= 65.30  y= -6.87
#
#  x(mm)    y(mm)
   10.43     3.91
   10.74     4.07
   11.25     4.22
   11.75     4.41
   12.25     4.60
   12.76     4.73
   13.26     4.79
   13.77     4.92
   14.27     4.95
   14.78     5.04
   15.28     5.04
   15.79     4.92
   16.29     4.92
   16.80     4.89
   17.30     4.79
   17.81     4.79
   18.31     4.66
   18.82     4.54
   19.32     4.41
   19.83     4.28
   20.33     4.16
   20.84     3.97
   21.34     3.78
   21.85     3.59
   22.35     3.34
   22.85     3.09
   23.36     2.84
   23.86     2.52
   24.37     2.27
   24.87     1.92
   25.38     1.54
   25.88     1.20
   26.39     0.82
   26.89     0.44
   27.40    -0.07
   27.90    -0.44
   28.41    -0.95
   28.91    -1.36
   29.41    -1.83
   29.92    -2.34
   30.43    -2.84
   30.93    -3.35
   31.43    -3.85
   31.94    -4.26
   32.44    -4.73
   32.95    -5.24
   33.45    -5.65
   33.96    -6.09
   34.46    -6.50
   34.97    -6.88
   35.47    -7.26
   35.98    -7.60
   36.48    -7.92
   36.98    -8.20
   37.49    -8.46
   38.00    -8.77
   38.50    -9.02
   39.00    -9.25
   39.51    -9.43
   40.01    -9.66
   40.52    -9.81
   41.02   -10.00
   41.53   -10.13
   42.03   -10.23
   42.54   -10.35
   43.04   -10.44
   43.55   -10.51
   44.05   -10.60
   44.56   -10.63
   45.06   -10.73
   45.57   -10.73
   46.07   -10.82
   46.57   -10.86
   47.08   -10.86
   47.58   -10.86
   48.09   -10.86
   48.59   -10.76
   49.10   -10.73
   49.60   -10.66
   50.11   -10.60
   50.61   -10.48
   51.12   -10.41
   51.62   -10.35
   52.13   -10.23
   52.63   -10.13
   53.14   -10.06
   53.64    -9.94
   54.15    -9.81
   54.65    -9.69
   55.16    -9.53
   55.72    -9.34