//(Design against Fluctuating Load) Example 5.11
//Ultimate tensile strength of 50C4 Sut (N/mm2)
Sut = 660
//Corrected endurance limit Se (N/mm2)
Se = 280
//Minimum value of N is Nmin
Nmin = (10^3)
//Maximum value of N is Nmax
Nmax = (10^6)
//The three elements provided
//Stress in N/mm2 and time in %
stress = {350 400 500}
time = {85 12 3}