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2. A.)Axial Tensile and CompressiveStresses
800 lb 800 lb 2 4 A B 3.
P A 800 lb A B 4.
800 lb 2 4 1 1 5.
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L T T 12.
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100 14. 15.
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19. Stress , (ksi) Strain , in/in x 0.001) 20.
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24. Stress ), ksi Strain ( ), in/in PL 25.
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Stress ), ksi Strain ( ), in/in PL Y U E = =slope 28.
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Stress Strain Ductile Material 31.
Stress Strain Brittle Material 5.) Percent Elongation: