A metal bar do in diameter and l, gage length failed under an axial tensile load of F. The final diameter and final length of the bar were measured as di and . Calculate, a-the engineering stress (in MPa) and engineering strain at failure. do = 14mm Io=55mm de=10.5mm Ip=73.7mm F=60KN
A metal bar do in diameter and l, gage length failed under an axial tensile load of F. The final diameter and final length of the bar were measured as di and . Calculate, a-the engineering stress (in MPa) and engineering strain at failure. do = 14mm Io=55mm de=10.5mm Ip=73.7mm F=60KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Civil Engineering
![A metal bar do in diameter and , gage length failed under an axial tensile load of F. The final diameter and
final length of the bar were measured as d; and Iț. Calculate,
a-the engineering stress (in MPa) and engineering strain at failure.
do = 14mm
Io=55mm
dr=10.5mm
IF=73.7mm
F=60kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3e203717-b4ab-46dd-877e-ff380e03675e%2F32b99064-1d32-46c7-9463-fdf21767c7de%2Fzpkfp9w_processed.png&w=3840&q=75)
Transcribed Image Text:A metal bar do in diameter and , gage length failed under an axial tensile load of F. The final diameter and
final length of the bar were measured as d; and Iț. Calculate,
a-the engineering stress (in MPa) and engineering strain at failure.
do = 14mm
Io=55mm
dr=10.5mm
IF=73.7mm
F=60kN
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