below: a.) Point A is the fracture strength; Point B is the ultimate tensile strength and Point C is the yield strength b.) Point A is the yield strength; Point B is the ultimate tensile strength and Point C is the fracture strength c.) Point A is the ultimate tensile strength; Point B is the yeild strength and Point C is the fracture strength d.)Point A is the yield strength; Point B is the fracture strength and Point C is the tensile strength

Principles of Instrumental Analysis
7th Edition
ISBN:9781305577213
Author:Douglas A. Skoog, F. James Holler, Stanley R. Crouch
Publisher:Douglas A. Skoog, F. James Holler, Stanley R. Crouch
Chapter2: Electrical Components And Circuits
Section: Chapter Questions
Problem 2.14QAP
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Consider the stress-strain graph below:

a.) Point A is the fracture strength; Point B is the ultimate tensile strength and Point C is the yield strength

b.) Point A is the yield strength; Point B is the ultimate tensile strength and Point C is the fracture strength

c.) Point A is the ultimate tensile strength; Point B is the yeild strength and Point C is the fracture strength

d.)Point A is the yield strength; Point B is the fracture strength and Point C is the tensile strength

270
SAE 1340 steel. water-quenched and 1.800
tempered at 700'F (370 C)
240
1.600
C
210
1.400
180
1.200
150
H1.000
120
800
90
600
60
400
30
200
0.02 0.04
0.08
0.12
0.16
0.20
0.24
Strain e, in./in. or m/m
Stress o, psi 10-3
Stress, MPa
Transcribed Image Text:270 SAE 1340 steel. water-quenched and 1.800 tempered at 700'F (370 C) 240 1.600 C 210 1.400 180 1.200 150 H1.000 120 800 90 600 60 400 30 200 0.02 0.04 0.08 0.12 0.16 0.20 0.24 Strain e, in./in. or m/m Stress o, psi 10-3 Stress, MPa
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