# FSI Induced Oscillation of a Flexible Structure - LL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 30
#
# Inlet velocity (m/s): 1.07
# Frequency of the motion: (Hz): 6.38
# Front body angle of attack (deg): -10.18
# Trailing edge coordinates (mm): x= 66.61  y= 11.17
#
#  x(mm)    y(mm)
   11.06    -1.89
   11.37    -1.99
   11.88    -2.02
   12.38    -2.14
   12.89    -2.18
   13.39    -2.27
   13.89    -2.30
   14.40    -2.39
   14.91    -2.43
   15.41    -2.52
   15.91    -2.62
   16.42    -2.65
   16.92    -2.71
   17.43    -2.77
   17.93    -2.77
   18.44    -2.84
   18.94    -2.90
   19.45    -2.90
   19.95    -2.97
   20.46    -3.03
   20.96    -3.03
   21.47    -3.12
   21.97    -3.15
   22.48    -3.25
   22.98    -3.28
   23.48    -3.28
   23.99    -3.34
   24.49    -3.40
   25.00    -3.40
   25.50    -3.40
   26.01    -3.40
   26.51    -3.50
   27.02    -3.53
   27.52    -3.53
   28.03    -3.53
   28.53    -3.57
   29.04    -3.66
   29.54    -3.66
   30.05    -3.66
   30.55    -3.66
   31.06    -3.75
   31.56    -3.78
   32.07    -3.78
   32.57    -3.78
   33.07    -3.78
   33.58    -3.78
   34.08    -3.78
   34.59    -3.78
   35.09    -3.78
   35.60    -3.72
   36.10    -3.66
   36.61    -3.66
   37.11    -3.63
   37.62    -3.53
   38.12    -3.53
   38.63    -3.47
   39.13    -3.40
   39.64    -3.31
   40.14    -3.25
   40.65    -3.15
   41.15    -3.03
   41.65    -2.90
   42.16    -2.74
   42.66    -2.62
   43.17    -2.46
   43.67    -2.33
   44.18    -2.18
   44.68    -2.02
   45.19    -1.86
   45.69    -1.70
   46.20    -1.55
   46.70    -1.33
   47.20    -1.17
   47.71    -0.95
   48.22    -0.76
   48.72    -0.54
   49.23    -0.32
   49.73    -0.13
   50.23     0.09
   50.74     0.32
   51.24     0.57
   51.75     0.82
   52.25     1.07
   52.76     1.32
   53.26     1.58
   53.77     1.89
   54.27     2.17
   54.78     2.52
   55.28     2.80
   55.78     3.12
   56.29     3.44
   56.80     3.75
   57.30     4.10
   57.81     4.48
   58.31     4.82
   58.75     5.18