Rework Problem 16.24 using the Manson universal slope equationwhere the slope coefficients...

Rework Problem 16.24 using the Manson universal slope equation

where the slope coefficients b = −0.12 and c = −0.6 are fixed for all materials and where the ultimate tensile strength Su, the modulus of elasticity E, and the true fracture strain ϵf are obtained from a single static tension test. For 1040 steel, as forged, Su = 621 MPa, E = 200 GPa, and ϵf = 0.93.