#
# #------------End of Calc wrapper top---------------------------------- #screenload qq1-1.ras # Axes Angle = 90.09 for 0.09degree error # pt ix iy strain stress_ksi #FileType= strain_stress #DataType= raw #TIMEcol= 0 #Stress_units= ksi #loop 1 -8.22892E-08 0.189587 6.36067E-04 18.2411 1.48964E-03 41.9941 2.64295E-04 6.27325 -4.02938E-04 -12.5386 -1.52031E-03 -43.7023 -5.89523E-04 -16.9110 0 0 #loop 11550 6.53665E-03 -42.2452 7.32780E-03 -19.4441 7.94833E-03 -1.58320 8.22767E-03 6.20774 8.66244E-03 17.8004 9.14382E-03 30.5335 9.54767E-03 40.9866 9.28403E-03 33.1966 8.84960E-03 20.8457 8.39954E-03 8.30412 8.19782E-03 2.60360 7.85664E-03 -7.46636 7.45272E-03 -17.7299 6.89378E-03 -32.7430 6.53665E-03 -42.2452 #Here is the bottom part of the html graph/calc wrapper----------- # #
#------------End of Calc wrapper top---------------------------------- #screenload qq1-1.ras # Axes Angle = 90.09 for 0.09degree error # pt ix iy strain stress_ksi #FileType= strain_stress #DataType= raw #TIMEcol= 0 #Stress_units= ksi #loop 1 -8.22892E-08 0.189587 6.36067E-04 18.2411 1.48964E-03 41.9941 2.64295E-04 6.27325 -4.02938E-04 -12.5386 -1.52031E-03 -43.7023 -5.89523E-04 -16.9110 0 0 #loop 11550 6.53665E-03 -42.2452 7.32780E-03 -19.4441 7.94833E-03 -1.58320 8.22767E-03 6.20774 8.66244E-03 17.8004 9.14382E-03 30.5335 9.54767E-03 40.9866 9.28403E-03 33.1966 8.84960E-03 20.8457 8.39954E-03 8.30412 8.19782E-03 2.60360 7.85664E-03 -7.46636 7.45272E-03 -17.7299 6.89378E-03 -32.7430 6.53665E-03 -42.2452 #Here is the bottom part of the html graph/calc wrapper----------- #