A polystyrene rod consisting of two cylindrical portions AB and BC is restrained at both ends and supports two 6-kip loads as shown. Knowing that E = 0.45 × 10° psi, determine (a) the reactions at A and C, (b) the axial stress in each portion of the rod. Problem 2 -1.25 in. 25 in. 6 kips | 6 kips 2 in. 15 in. C

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Q: Determine the moment M that will produce a maximum stress of 14 Ksi on the cross section

A: Maximum bending stress=14ksi

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Q: 3. (c) A square steel bar of dimension 50 mm × 50 mm × 150 mm is subjected to an axial load of 250…

A: Size of bar 50mm x 50mm x 150mm P = 250 kN or 250,000 N

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Q: The solid 1.25-in.-diameter rod is subjected to a uniform axial distributed loading along its length…

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Q: 9-6. Determine the normal stress and shear stress acting on the inclined plane AB. Solve the problem…

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