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
Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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
Transcribed Image Text:7-5
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 T 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 Kf
= 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.
n
6 in
FA = 600 lbf
6 in
FB = 300 lbf
6 in
T, n
Page 413
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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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