3. Stress, Strain, Tension Test

Stresses and Strains ,[object Object],[object Object]

A.) Axial Tensile and Compressive Stresses ,[object Object],800 lb 800 lb 2” 4” A B

[object Object],[object Object],[object Object],P A 800 lb A B

[object Object],800 lb 2” 4” 1” 1”

[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],[object Object],[object Object],L  T T

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],100’

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

Stress ,  (ksi) Strain ,  in/in x 0.001)           

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

 Stress  ), ksi Strain (  ), in/in  PL

[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],

[object Object], Stress  ), ksi Strain (  ), in/in  PL  Y  U E =  =slope

[object Object],[object Object], Stress Strain Ductile Material

[object Object], Stress Strain Brittle Material 5.) Percent Elongation:

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