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Show the complete and organize solution. Write your answer with four decimal places and enclose them in a box. Solve as neatly as possible.  thank you so much kindly answer it as soon as posible thank you!!!!! ANSWER A AND B ONLY

Show the complete and organize solution. Write your answer with four decimal places and enclose them in a box. Solve as neatly as possible.  thank you so much kindly answer it as soon as posible thank you!!!!! ANSWER A AND B ONLY

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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Show the complete and organize solution. Write your answer with four decimal places and enclose them in a box. Solve as neatly as possible. 

thank you so much kindly answer it as soon as posible thank you!!!!!

ANSWER A AND B ONLY

Problem 1: A rectangular magnesium bar width of a rectangular magnesium bar is 4.8mm and its length is six times of the width. The sample was subject to undergone stress-strain testing and was subject to deform in tension. Below is the load-elongation data was obtained during stress-strain testing until fracture. N 690 1390 2815 3715 4070 4935 6425 7050 7170 6915 6250 mm Ar 31.75 31.765 31.78 31.81 | 31.85 | 31.875 32.07 32.705 33.34 33.975 34.61 35.245 (a) Plot the data as engineering stress versus engineering strain (b) Calculate the modulus of elasticity and the modulus of resilience (c) Compute the yield strength at 0.002 strain offset and the percent elongation (d) Determine the tensile strength and the load at fracture (e) Compute the working stress if the design safety factor is 4.2
Transcribed Image Text:Problem 1: A rectangular magnesium bar width of a rectangular magnesium bar is 4.8mm and its length is six times of the width. The sample was subject to undergone stress-strain testing and was subject to deform in tension. Below is the load-elongation data was obtained during stress-strain testing until fracture. N 690 1390 2815 3715 4070 4935 6425 7050 7170 6915 6250 mm Ar 31.75 31.765 31.78 31.81 | 31.85 | 31.875 32.07 32.705 33.34 33.975 34.61 35.245 (a) Plot the data as engineering stress versus engineering strain (b) Calculate the modulus of elasticity and the modulus of resilience (c) Compute the yield strength at 0.002 strain offset and the percent elongation (d) Determine the tensile strength and the load at fracture (e) Compute the working stress if the design safety factor is 4.2
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