Question: In a uniform diameter ( no stress concentration features ) steel rod subject to transverse loading ( bending ) , the stress at a critical

In a uniform diameter (no stress concentration features) steel rod subject to transverse loading
(bending), the stress at a critical point is found to vary between 50 kpsi and 40 kpsi . The
ultimate strength and the yield strength of the steel are Sut=120k and Sy=100k. The
rod is designed for infinite life. The fully corrected endurance limit is found to be Se=50
kpsi. For a safety factor of n=2.0, plot the Goodman and Soderberg criteria on the graph
provided (see page 2). Plot the stress at the critical point and predict if the desired safety factor
is achieved.
Is the safety factor achieved according to Goodman criteria
Is the safety factor achieved according to Soderberg criteria
In a uniform diameter ( no stress concentration

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