4. [3.4-8] Two sections of steel drill pipe, joined by bolted flange plates at B, are being tested to assess the adequacy of both pipes. In the test, the pipe structure is fixed at A, a concentrated torque of 500 kN-m is applied at x = 0.5 m, and uniformly distributed torque intensity = 250 kN-m/m is applied on pipe BC. Both pipes have the same inner diameter d = 200 mm. Pipe AB has thickness = 15 mm, while pipe BC has thickness= 12 mm. Find the maximum shear stress and maximum twist of the pipe and their locations along the pipe. Assume G = 75 GPa. A 0.5 m 500 KN m →X 2 m B 250 kN. m/m -1.5 m C

4. [3.4-8] Two sections of steel drill pipe, joined by bolted flange plates at B, are being tested to assess the adequacy of both pipes. In the test, the pipe structure is fixed at A, a concentrated torque of 500 kN-m is applied at x = 0.5 m, and uniformly distributed torque intensity = 250 kN-m/m is applied on pipe BC. Both pipes have the same inner diameter d = 200 mm. Pipe AB has thickness = 15 mm, while pipe BC has thickness= 12 mm. Find the maximum shear stress and maximum twist of the pipe and their locations along the pipe. Assume G = 75 GPa. A 0.5 m 500 KN m →X 2 m B 250 kN. m/m -1.5 m C

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter3: Torsion

Section: Chapter Questions

Problem 3.4.8P: Two sections of steel drill pipe, joined by bolted flange plates at Ä are being tested to assess the...

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