# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 0
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): 0.00
# Trailing edge coordinates (mm): x= 66.43  y= 15.46
#
#  x(mm)    y(mm)
   11.18    -0.00
   11.50    -0.00
   12.00    -0.00
   12.51    -0.00
   13.01    -0.00
   13.52    -0.00
   14.02    -0.06
   14.53    -0.12
   15.03    -0.12
   15.54    -0.12
   16.04    -0.22
   16.55    -0.25
   17.05    -0.25
   17.56    -0.25
   18.06    -0.25
   18.56    -0.25
   19.07    -0.25
   19.57    -0.25
   20.08    -0.38
   20.58    -0.38
   21.09    -0.38
   21.59    -0.38
   22.10    -0.38
   22.60    -0.38
   23.11    -0.38
   23.61    -0.38
   24.12    -0.38
   24.62    -0.38
   25.13    -0.38
   25.63    -0.38
   26.14    -0.38
   26.64    -0.38
   27.14    -0.38
   27.65    -0.38
   28.15    -0.38
   28.66    -0.38
   29.16    -0.38
   29.67    -0.38
   30.17    -0.38
   30.68    -0.38
   31.18    -0.38
   31.69    -0.38
   32.19    -0.38
   32.69    -0.35
   33.20    -0.25
   33.70    -0.25
   34.21    -0.25
   34.72    -0.19
   35.22    -0.12
   35.72    -0.12
   36.23    -0.09
   36.73    -0.00
   37.24    -0.00
   37.74     0.03
   38.25     0.13
   38.75     0.16
   39.26     0.26
   39.76     0.29
   40.27     0.38
   40.77     0.41
   41.27     0.51
   41.78     0.60
   42.28     0.69
   42.79     0.82
   43.30     0.95
   43.80     1.07
   44.30     1.20
   44.81     1.32
   45.31     1.48
   45.82     1.67
   46.32     1.83
   46.83     2.05
   47.33     2.24
   47.84     2.46
   48.34     2.68
   48.85     2.87
   49.35     3.09
   49.85     3.34
   50.36     3.60
   50.86     3.91
   51.37     4.16
   51.87     4.42
   52.38     4.67
   52.88     4.98
   53.39     5.30
   53.89     5.55
   54.40     5.87
   54.90     6.18
   55.41     6.53
   55.91     6.84
   56.42     7.19
   56.92     7.57
   57.43     8.01
   57.93     8.39
   58.43     8.83
   58.75     9.09