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Extra info for Mark's Calculations For Machine Design
76 × 10−3 = × [51 ft2 ] Example 5.
Customary SI/Metric Step 3. Using this value for the polar moment of inertia (J ), and the maximum allowable shear stress (τmax ), substitute in the equation developed in Step 1. Step 3. Using this value for the polar moment of inertia (J ), and the maximum allowable shear stress (τmax ), substitute into the equation determined in Step 1. 075 m = 2,544,000 in · lb = 271,693 N · m = 212 ft · kip = 272 kN · m Step 4. For a maximum angle of twist (φmax ), solve for the maximum torque (Tmax ) in Eq.
So the shear strain is dimensionless. If the area of the fixed edge of the plate is labeled (Afix ), then the shear stress (τ ) is given by Eq. 14). 14) Stress-Strain Diagrams. If shear stress (τ ) is plotted against shear strain (γ ), it gives a shear stress-strain diagram as shown in Fig. 16 Shear stress-strain diagram (ductile material). stress-strain diagram, that is, A B C D F proportional limit elastic limit yield point ultimate strength fracture point The shear stress-strain diagram is also linear up to the proportional limit; however, the slope (G) is called the shear modulus of elasticity.