Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 3. A tube 2 mm thick has the shape shown in the figure Find the shearing stress caused by a torque of 600 N m. (Practice at Home) 10 mm - 80 mm 10 mmarrow_forwardThe copper pipe shown in the figure has an outside diameter of 4.000 in. and a wall thickness of 0.363 in. The pipe is subjected to a uniformly distributed torque of t = 80 lb-ft/ft along its entire length. Using a = 2.00 ft, b = 4.00 ft, and c = 7.5 ft, calculate (a) the shear stress at A on the outer surface of the pipe. (b) the shear stress at B on the outer surface of the pipe. a b Answers: (а) ТА i psi (b) Тв- i psiarrow_forwardA strain gage is mounted at an angle of 30° with respect to the longitudinal axis of the cylindrical pressure. The pressure vessel is fabricated from aluminum [E = 10,000 ksi; v=0.33], and it has an inside diameter of 54 in. and a wall thickness of 1.00 in. If the internal pressure in the cylinder is 706 psi, determine the maximum shear strain on the outer surface of the cylinder. Ο Ο Ο Ο 1049 με 1714 με 1600 με 1268 με 1167 μεarrow_forward
- A high-strength steel [E = 188 GPa] tube having an outside diameter of 67 mm and a wall thickness of 4.1 mm is bent into a circular curve having a 42-m radius of curvature. Determine the maximum magnitude of the bending stress max developed in the tube. Answer: Omax = i MPa.arrow_forwardQ..c,.arrow_forwardRequired information The tube shown has a uniform wall thickness of 12 mm. Take P = 19 kN. D HP E 28 KN 28 KN Determine the stress at points A and B. 16.11 MPa. The stress at point A is The stress at point B is MPa. 125 mm 75 mmarrow_forward
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