A bar AB supports a load P acting at the centroid of the end cross section (see
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(a) If the end crosses sections of the bar are square with sides of length b, what are the maximum tensile and compressive stresses Ït and Ïc, respectively, at cross section mn within the reduced region?
(b) If the end cross sections are circular with diameter b, what are the maximum stresses Ït and Ïc?
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