Prob. 4.4-6. (a) determine the maximum tensile stress, the maximum compressive stress, and the maximum shear stress; and (b) show the stresses determined in Part (a) on properly oriented stress elements (e.g., see Fig. 4.14). In solving these problems, make the sense of the stresses consistent with the sense of the torque T shown on the generic torsion member figure. = T= 400 N m. d. = 40 mm, and d dol 0 32 mm. =relative twist angle d T T 45° (b) FIGURE 4.14 A pure- shear element, and the associ- ated maximum-normal-stress element.
Prob. 4.4-6. (a) determine the maximum tensile stress, the maximum compressive stress, and the maximum shear stress; and (b) show the stresses determined in Part (a) on properly oriented stress elements (e.g., see Fig. 4.14). In solving these problems, make the sense of the stresses consistent with the sense of the torque T shown on the generic torsion member figure. = T= 400 N m. d. = 40 mm, and d dol 0 32 mm. =relative twist angle d T T 45° (b) FIGURE 4.14 A pure- shear element, and the associ- ated maximum-normal-stress element.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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