# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 215
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 11.53
# Trailing edge coordinates (mm): x= 66.24  y= -10.07
#
#  x(mm)    y(mm)
   10.80     2.27
   11.12     2.36
   11.63     2.49
   12.13     2.62
   12.63     2.74
   13.14     2.87
   13.64     2.99
   14.15     3.12
   14.65     3.22
   15.16     3.28
   15.66     3.41
   16.17     3.50
   16.67     3.57
   17.18     3.66
   17.68     3.79
   18.19     3.85
   18.69     3.94
   19.19     4.04
   19.70     4.13
   20.20     4.20
   20.71     4.29
   21.21     4.35
   21.72     4.42
   22.22     4.45
   22.73     4.55
   23.23     4.58
   23.74     4.67
   24.24     4.70
   24.75     4.80
   25.25     4.83
   25.76     4.92
   26.26     4.98
   26.77     5.05
   27.27     5.05
   27.77     5.18
   28.28     5.18
   28.78     5.18
   29.29     5.30
   29.79     5.30
   30.30     5.30
   30.80     5.30
   31.31     5.30
   31.81     5.30
   32.32     5.30
   32.82     5.30
   33.33     5.30
   33.83     5.30
   34.34     5.30
   34.84     5.30
   35.34     5.30
   35.85     5.24
   36.35     5.18
   36.86     5.18
   37.36     5.18
   37.87     5.08
   38.37     5.01
   38.88     4.92
   39.38     4.89
   39.89     4.80
   40.39     4.73
   40.90     4.67
   41.40     4.55
   41.91     4.42
   42.41     4.29
   42.92     4.13
   43.42     3.97
   43.93     3.85
   44.43     3.69
   44.93     3.47
   45.44     3.31
   45.94     3.09
   46.45     2.93
   46.95     2.71
   47.46     2.52
   47.96     2.30
   48.47     2.08
   48.97     1.83
   49.48     1.58
   49.98     1.32
   50.49     1.07
   50.99     0.82
   51.50     0.57
   52.00     0.25
   52.50    -0.03
   53.01    -0.32
   53.52    -0.63
   54.02    -0.92
   54.52    -1.26
   55.03    -1.55
   55.53    -1.89
   56.04    -2.18
   56.54    -2.56
   57.05    -2.94
   57.55    -3.31
   58.06    -3.69
   58.37    -3.91