The 5-m-long tube is made of an elastic perfectly plastic material asshown in the figure below (Figure 1).Figure60 mm -50 mm7 (MPa)1800.003Ty (rad)< 1 of 1 >Part ADetermine the applied torque T, which subjects the material at the tube's outer edge to a shear strain of max = 0.005 rad.Express your answer to three significant figures and include appropriate units.OFiTp = |70359Part BSubmit Previous Answers Request AnswerμAΦ ΞX Incorrect; Try Again; 5 attempts remainingSubmitN•mWhat would be the permanent angle of twist of the tube when this torque is removed?Express your answer to three significant figures.Provide FeedbackwwwVAΣo↓ vecΑΣΦΑRequest Answer?wwwwwF?

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The 5-m-long tube is made of an elastic perfectly plastic material as shown in the figure below (Figure 1). Figure 60 mm - 50 mm 7 (MPa) 180 0.003 y (rad) < 1 of 1 Part A Determine the applied torque T, which subjects the material at the tube's outer edge to a shear strain of max = 0.005 rad Express your answer to three significant figures and include appropriate units. Tp = |70359 Part B HÅ Submit Previous Answers Request Answer $₁= 5 X Incorrect; Try Again; 5 attempts remaining Submit Provide Feedback N•m What would be the permanent angle of twist of the tube when this torque is removed? Express your answer to three significant figures. 135) ΑΣΦ. 41 | vec www. ? Request Answer ?

The 5-m-long tube is made of an elastic perfectly plastic material as shown in the figure below (Figure 1). Figure 60 mm - 50 mm 7 (MPa) 180 0.003 y (rad) < 1 of 1 Part A Determine the applied torque T, which subjects the material at the tube's outer edge to a shear strain of max = 0.005 rad Express your answer to three significant figures and include appropriate units. Tp = |70359 Part B HÅ Submit Previous Answers Request Answer $₁= 5 X Incorrect; Try Again; 5 attempts remaining Submit Provide Feedback N•m What would be the permanent angle of twist of the tube when this torque is removed? Express your answer to three significant figures. 135) ΑΣΦ. 41 | vec www. ? Request Answer ?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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