# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 145
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -17.26
# Trailing edge coordinates (mm): x= 63.45  y= 19.44
#
#  x(mm)    y(mm)
   10.68    -3.16
   10.99    -3.32
   11.50    -3.44
   12.00    -3.54
   12.51    -3.60
   13.01    -3.66
   13.52    -3.66
   14.02    -3.66
   14.53    -3.66
   15.03    -3.66
   15.54    -3.66
   16.04    -3.54
   16.55    -3.54
   17.05    -3.44
   17.56    -3.38
   18.06    -3.29
   18.56    -3.19
   19.07    -3.16
   19.57    -3.06
   20.08    -3.03
   20.58    -2.91
   21.09    -2.87
   21.59    -2.78
   22.10    -2.69
   22.60    -2.62
   23.11    -2.53
   23.61    -2.40
   24.12    -2.31
   24.62    -2.21
   25.13    -2.08
   25.63    -1.99
   26.14    -1.90
   26.64    -1.77
   27.14    -1.68
   27.65    -1.58
   28.15    -1.48
   28.66    -1.39
   29.16    -1.27
   29.67    -1.14
   30.17    -1.02
   30.68    -0.89
   31.18    -0.76
   31.69    -0.64
   32.19    -0.51
   32.69    -0.38
   33.20    -0.26
   33.70    -0.13
   34.21    -0.01
   34.72     0.09
   35.22     0.22
   35.72     0.34
   36.23     0.47
   36.73     0.63
   37.24     0.75
   37.74     0.91
   38.25     1.07
   38.75     1.20
   39.26     1.35
   39.76     1.48
   40.27     1.60
   40.77     1.73
   41.27     1.86
   41.78     1.98
   42.28     2.11
   42.79     2.24
   43.30     2.39
   43.80     2.55
   44.30     2.68
   44.81     2.84
   45.31     2.99
   45.82     3.21
   46.32     3.37
   46.83     3.59
   47.33     3.85
   47.84     4.10
   48.34     4.29
   48.85     4.54
   49.35     4.79
   49.85     5.14
   50.36     5.46
   50.86     5.80
   51.37     6.15
   51.87     6.53
   52.38     6.87
   52.88     7.25
   53.39     7.69
   53.89     8.14
   54.40     8.61
   54.90     9.02
   55.41     9.52
   55.91    10.12
   56.42    10.66
   56.92    11.29
   57.24    11.60