A rotating step shaft is loaded as shown, where the forces FA and F3 are constant at 600 lbf and 300 lbf. respectively, and the torque I alternates from 0 to 1800 lbf - in. The shaft is to be considered simply supported at points O and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of S₂ = 40 kpsi. Let Ky = 2.1 and K = 1.7. For a design factor of 2.5 determine the minimal acceptable diameter of section BC using the (a) DE-Gerber criterion. (b) DE-Goodman criterion. 6 in FA = 600 lbf 6 in FB = 300 lbf 10 in T, n Page 413
A rotating step shaft is loaded as shown, where the forces FA and F3 are constant at 600 lbf and 300 lbf. respectively, and the torque I alternates from 0 to 1800 lbf - in. The shaft is to be considered simply supported at points O and C, and is made of AISI 1045 CD steel with a fully corrected endurance limit of S₂ = 40 kpsi. Let Ky = 2.1 and K = 1.7. For a design factor of 2.5 determine the minimal acceptable diameter of section BC using the (a) DE-Gerber criterion. (b) DE-Goodman criterion. 6 in FA = 600 lbf 6 in FB = 300 lbf 10 in T, n Page 413
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.11P: A small lab scale has a rigid L-shaped frame ABC consisting of a horizontal arm AB (length b = 10...
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Step 1: Given and To find
VIEWStep 2: FBD considering X-Y Plane is analysed.
VIEWStep 3: Considering Z-X Plane the bending twisting moment is calculated
VIEWStep 4: Resultant Bending, Twisting and shear force calculation
VIEWStep 5: Mean, alternating bending moment and torque is evaluated here
VIEWStep 6: Using De-gerber and DE-Goodman Criterion
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