Question
The section of shaft shown in the figure is to be designed to approximate relative sizes of $d=0.75 D$ and $r=D / 20$ with diameter $d$ conforming to that of standard rollingbearing bore sizes. The shaft is to be made of SAE 2340 steel, heat-treated to obtain minimum strengths in the shoulder area of $175 \mathrm{kpsi}$ ultimate tensile strength and 160 kpsi yield strength with a Brinell hardness not less than 370 . At the shoulder the shaft is subjected to a completely reversed bending moment of $600 \mathrm{lbf}$ - in, accompanied by a steady torsion of $400 \mathrm{lbf} \cdot$ in. Use a design factor of $2.5$ and size the shaft for an infinite life using the DE-Goodman criterion.
Step 1
- Given: - Ultimate tensile strength, \( S_u = 175 \, \text{kpsi} \) - Yield strength, \( S_y = 160 \, \text{kpsi} \) - Design factor, \( n = 2.5 \) - Bending moment, \( M = 600 \, \text{lbf-in} \) - Torsional moment, \( T = 400 \, Show more…
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The shaft is supported by a smooth thrust bearing at $A$ and a smooth journal bearing at $B .$ If $P=5 \mathrm{kN}$ and the shaft is made from steel having an allowable normal stress of $\sigma_{\text {allow }}=150 \mathrm{MPa}$ and an allowable shear stress of $\tau_{\text {allow }}=85$ MPa, determine the required minimum wall thickness $t$ of the shaft to the nearest millimeter to safely support the load.
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