The round cross-sectional bar shown below is cut from a steel with a diameter of 34 mm and has the following properties (Sut = 467 MPa, Sy = 384 MPa and fully corrected Se =179 MPa). The bar is loaded at its end with a fluctuating bending load ranges from Fmin = -423 N to Fmax = 832 N. Using a design factor of nd = 1.1, what will be the maximum length of the bar that prevents failure using Modified Goodman criteria?
The round cross-sectional bar shown below is cut from a steel with a diameter of 34 mm and has the following properties (Sut = 467 MPa, Sy = 384 MPa and fully corrected Se =179 MPa). The bar is loaded at its end with a fluctuating bending load ranges from Fmin = -423 N to Fmax = 832 N. Using a design factor of nd = 1.1, what will be the maximum length of the bar that prevents failure using Modified Goodman criteria?
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.9.3P: A vertical pole consisting of a circular tube of outer diameter 5 in. and inner diameter 4.5 in. is...
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The round cross-sectional bar shown below is cut from a steel with a diameter of 34 mm and has the following properties (Sut = 467 MPa, Sy = 384 MPa and fully corrected Se =179 MPa).
The bar is loaded at its end with a fluctuating bending load ranges from Fmin = -423 N to Fmax = 832 N.
Using a design factor of nd = 1.1, what will be the maximum length of the bar that prevents failure using Modified Goodman criteria?
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