Design Against Fluctuating Load Practice Set

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1. The approximate relationship between endurance limit of rotating beam specimen (S’e) and ultimate tensile strength (Sut), in case of steel component, is

2. Fatigue failure results due to fluctuating stresses when the stress magnitude is

3. The maximum stress concentration factor for a rectangular plate with a transverse hole loaded in tension or compression is

4. The endurance limit of the component can be increased by

5. Stress concentration occurs due to

6. The approximate relationship between endurance limit of rotating beam specimen (S’e) and ultimate tensile strength (Sut) in case of cast iron and cast steel components, is

7. The factor of safety for machine parts subjected to reversed stresses is

8. In cyclic loading, the effect of stress concentration is more serious in case of

9. The relationship between endurance limit of component subjected to fluctuating torsional shear stresses (Sse) to endurance limit in revered bending (Se) is

10. A stress that varies in sinusoidal manner with respect to time from tensile to compressive (or vice versa) and which zero mean is called


 

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A Demrot is the founder of VideRime Online Learning, a leading engineering website. He did his BE Civil and M.Tech Structure from RGPV University, Bhopal and has been working as an Assistant Professor in a reputed college.

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