What should be the cross-sectional area of the circular rod

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Reference no: EM13320781

An engineer has to design a rod made with the same steel to carry a load of 150 kips without yielding. He desires to have a factor of safety against yielding of 1.5. What should be the cross-sectional area of the circular rod? Show all of your calculations.

Assume any un-given information to be variables

Reference no: EM13320781

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