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The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness. Knowing that the arm CDE is rigidly attached to the pipe and R= 3.4 kN, determine the principal stresses, principal planes, and the maximum shearing stress at point H. (Round the final answers to two decimal places.) C D 19 kN 120 mm 150 mm 120 mm E The principal stresses at point Hare MРа MPa The principal planes at point Hare Oa = Ob = The maximum shearing stress at point His MРа.

The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness. Knowing that the arm CDE is rigidly attached to the pipe and R= 3.4 kN, determine the principal stresses, principal planes, and the maximum shearing stress at point H. (Round the final answers to two decimal places.) C D 19 kN 120 mm 150 mm 120 mm E The principal stresses at point Hare MРа MPa The principal planes at point Hare Oa = Ob = The maximum shearing stress at point His MРа.

Elements Of Electromagnetics
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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The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness. Knowing that the arm CDE is rigidly attached to the pipe and R= 3.4 kN, determine the principal stresses, principal planes, and the maximum shearing stress at point H. (Round the final answers to two decimal places.) R B D 9 kN 120 mm 150 mm 120 mm E The principal stresses at point Hare MPа MPа Ob = The principal planes at point H are Ob The maximum shearing stress at point His MРа.
Transcribed Image Text:The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness. Knowing that the arm CDE is rigidly attached to the pipe and R= 3.4 kN, determine the principal stresses, principal planes, and the maximum shearing stress at point H. (Round the final answers to two decimal places.) R B D 9 kN 120 mm 150 mm 120 mm E The principal stresses at point Hare MPа MPа Ob = The principal planes at point H are Ob The maximum shearing stress at point His MРа.
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