A sample test rod made of a ferrous material of 0.5 in. diameter was tested for tensile strength with the gauge length of 2.5 in. The following observations were recorded: Final length= 3.15 in; Final diameter= 0.275 in; Yield load = 7650 lb. and Ultimate load = 10375 lb. (a) Calculate: 1. yield stress, 2. ultimate tensile stress, 3. percentage

Mechanics of Materials (MindTap Course List)
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ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.6.7P: A wine of length L = 4 ft and diameter d = 0.125 in. is stretched by tensile forces P = 600 lb. The...
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A sample test rod made of a ferrous material of 0.5 in.
diameter was tested for tensile strength with the gauge
length of 2.5 in. The following observations were recorded:
Final length = 3.15 in; Final diameter = 0.275 in; Yield load
= 7650 lb. and Ultimate load = 10375 lb. (a) Calculate: 1.
yield stress, 2. ultimate tensile stress, 3. percentage
reduction in area, and 4. percentage elongation. (b) What
specific material, if any, is similar to this tested rod? Refer
to AT7 and AT8. (c) This same material is then used as a
tension member 55 inches long and is subjected to a
maximum load of 6000 lb, repeated but not reversed. (d)
Solve part (c) if the total elongation is not to exceed 0.025
in.?
1.
%3D
Transcribed Image Text:A sample test rod made of a ferrous material of 0.5 in. diameter was tested for tensile strength with the gauge length of 2.5 in. The following observations were recorded: Final length = 3.15 in; Final diameter = 0.275 in; Yield load = 7650 lb. and Ultimate load = 10375 lb. (a) Calculate: 1. yield stress, 2. ultimate tensile stress, 3. percentage reduction in area, and 4. percentage elongation. (b) What specific material, if any, is similar to this tested rod? Refer to AT7 and AT8. (c) This same material is then used as a tension member 55 inches long and is subjected to a maximum load of 6000 lb, repeated but not reversed. (d) Solve part (c) if the total elongation is not to exceed 0.025 in.? 1. %3D
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