Part B The state of stress at a point is shown on the element. Take σ₂ = -15 ksi. Determine the principal stresses and the maximum in-plane shear stress and average normal stress at the point. Specify the orientation of the element in each case. Solve the problem using Mohr's circle. (Figure 1) Specify the orientation of principal planes of stress. Enter your answers in degrees to three significant figures separated by a comma. ΜΕ ΑΣΦ. Η να If vec 6-8 -28.997, -118.997 ? igure < 1 of 1 Submit Previous Answers Request Answer × Incorrect; Try Again; 3 attempts remaining ▸ Part C Part D Determine the average normal stress. Express your answer in kilopounds per square inch to three significant figures. ΜΕ ΑΣΦ Η vec σavg = Submit Request Answer 12 ksi Part E ? ksi Specify the orientation of planes of the maximum in-plane shear stress. Enter your answers in degrees to three significant figures separated by a comma.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.2.5P: The stresses acting on element A on the web of a train rail (sec figure part a) a re found to be...
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Part B
The state of stress at a point is shown on the element. Take σx = -15 ksi.
Determine the principal stresses and the maximum in-plane shear stress and
average normal stress at the point. Specify the orientation of the element in
each case. Solve the problem using Mohr's circle. (Figure 1)
Specify the orientation of principal planes of stress.
Enter your answers in degrees to three significant figures separated by a comma.
Figure
1 of 1
▸
跖 ΑΣΦ
vec
Opp 28.997, -118.997
=
Submit
Previous Answers Request Answer
× Incorrect; Try Again; 3 attempts remaining
Part C
Part D
?
Determine the average normal stress.
Express your answer in kilopounds per square inch to three significant figures.
σavg =
ΤΕΙ ΑΣΦ
vec
Submit
Request Answer
12 ksi
Part E
?
ksi
Specify the orientation of planes of the maximum in-plane shear stress.
Enter your answers in degrees to three significant figures separated by a comma.
Transcribed Image Text:Part B The state of stress at a point is shown on the element. Take σx = -15 ksi. Determine the principal stresses and the maximum in-plane shear stress and average normal stress at the point. Specify the orientation of the element in each case. Solve the problem using Mohr's circle. (Figure 1) Specify the orientation of principal planes of stress. Enter your answers in degrees to three significant figures separated by a comma. Figure 1 of 1 ▸ 跖 ΑΣΦ vec Opp 28.997, -118.997 = Submit Previous Answers Request Answer × Incorrect; Try Again; 3 attempts remaining Part C Part D ? Determine the average normal stress. Express your answer in kilopounds per square inch to three significant figures. σavg = ΤΕΙ ΑΣΦ vec Submit Request Answer 12 ksi Part E ? ksi Specify the orientation of planes of the maximum in-plane shear stress. Enter your answers in degrees to three significant figures separated by a comma.
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