Two sections of steel drill pipe, joined by boltedflange plates at B, are being tested to assess the adequacyof both the pipes. In the test, the pipe structureis fixed at A, a concentrated torque of 500 kN ? m isapplied at x = 0.5 m, and uniformly distributed torqueintensity t0 = 250 kN . m/m is applied on pipe BC.Both pipes have the same inner diameter d = 200 mm.Pipe AB has thickness tAB =15 mm, while pipe BChas thickness tBC =12 mm. Find the maximum shearstress and maximum twist of the pipe and their locationsalong the pipe. Assume G = 75 GPa. A500 kN m250 kN m/mB2m-1.5 m–0.5 m

Given: To determine: Maximum shear and twist in the pipe

Answered: A 500 kN m 250 kN m/m B 2m -1.5 m– 0.5…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Two sections of steel drill pipe, joined by bolted
flange plates at B, are being tested to assess the adequacy
of both the 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 t₀ = 250 kN . m/m is applied on pipe BC.
Both pipes have the same inner diameter d = 200 mm.
Pipe AB has thickness t_AB =15 mm, while pipe BC
has thickness t_BC =12 mm. Find the maximum shear
stress and maximum twist of the pipe and their locations
along the pipe. Assume G = 75 GPa.

A
500 kN m
250 kN m/m
B
2m
-1.5 m–
0.5 m

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