Consider the 2-D state of stress shown below. Using the provided scales graph the Mohr's Circle for the 2-D state of stress with "full" details II-Obtain the Principal Stresses, the Maximum Shear Stress, and complete the table below III- Draw the Planes of Principal and Maximum Shear Stresses in the space provided below Provide "full" details and Use 3 Sig. Fig. in this problem Oy = 15 Ksi Tcw → S Ox = 10 Ksi TYx = 5 Ksi 10 5 -20 -15 -10 5 10 15 20 5 10 Tccw → S' O Avg. TMax. 01 02
Consider the 2-D state of stress shown below. Using the provided scales graph the Mohr's Circle for the 2-D state of stress with "full" details II-Obtain the Principal Stresses, the Maximum Shear Stress, and complete the table below III- Draw the Planes of Principal and Maximum Shear Stresses in the space provided below Provide "full" details and Use 3 Sig. Fig. in this problem Oy = 15 Ksi Tcw → S Ox = 10 Ksi TYx = 5 Ksi 10 5 -20 -15 -10 5 10 15 20 5 10 Tccw → S' O Avg. TMax. 01 02
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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
Transcribed Image Text:Consider the 2-D state of stress shown below.
Using the provided scales graph the Mohr's Circle for the 2-D state of stress with “full" details
II-Obtain the Principal Stresses, the Maximum Shear Stress, and complete the table below
III- Draw the Planes of Principal and Maximum Shear Stresses in the space provided below
Provide "full" details and Use 3 Sig. Fig. in this problem
Oy = 15 Ksi
Tcw > S
y
Ox =10 Ksi
Тух 5 Ksi
10
5
-20
-15
-10
5
10
15
20
5
10
Tccw > S'
O Avg.
TMax.
01
02
Op1
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