Material Yield Tensile Strain at Fracture Elastic Strength StrengthFractureStrengthModulus (MPa) (MPa) (MPa) (GPa) 410 1440 0.63 265 410 В 200 220 0.40 105 250 C 815 950 0.25 500 610 D 800 650 0.14 720 210 E Fractures before yielding 650 550 1) Which will experience the greatest percent reduction in area? Why? 2) Which is the strongest? Why? 3) Which is the stiffest? Why? A

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q2c) Listed in the table below is the tensile
stress-strain data for different grades of steels.
Utilizing the data given answer the three queries
given below.
Material Yield
Tensile Strain at Fracture Elastic
StrengthStrengthFractureStrengthModulus
(MPa)
(MPa)
(MPa)
(GPa)
A
410
1440
0.63
265
410
В
200
220
0.40
105
250
C
815
950
0.25
500
610
D
800
650
0.14
720
210
E
Fractures before yielding
650
550
1) Which will experience the greatest percent
reduction in area? Why?
2) Which is the strongest? Why?
3) Which is the stiffest? Why?
Transcribed Image Text:Q2c) Listed in the table below is the tensile stress-strain data for different grades of steels. Utilizing the data given answer the three queries given below. Material Yield Tensile Strain at Fracture Elastic StrengthStrengthFractureStrengthModulus (MPa) (MPa) (MPa) (GPa) A 410 1440 0.63 265 410 В 200 220 0.40 105 250 C 815 950 0.25 500 610 D 800 650 0.14 720 210 E Fractures before yielding 650 550 1) Which will experience the greatest percent reduction in area? Why? 2) Which is the strongest? Why? 3) Which is the stiffest? Why?
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