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A circular bar of 1.0-in. diameter is formed into the semicircular arch. De- termine the maximum bending stress at section B. Assume that the

A circular bar of 1.0-in. diameter is formed into the semicircular arch. De- termine the maximum bending stress at section B. Assume that the flexure formula for straight beams is applicable. A 400 lb 60 B 2 ft 30 FIG. P5.25 200 lb D

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