Search for question
Question

vdoc.pub_statics- X BCC-UMassD-Civ x UMASS CEN-flow X Summer Sessions X CEN 202: Mechar X milConnect + File C:/Users/baude/Downloads/Important%20Files/EGR%20254/vdoc.pub_statics-and-strength-of-material... ☆ Electronics, Cars, Fa... Pandora One - Liste... My TurboTax® - G... EasyBib: Free Biblio... GE News Homebanking milConnect - TAP Google M Gmail Type here to search 418 CHAPTER SIXTEEN 2000 psi 12,000 psi 12,000 psi 55° 2000 psi 10 MPa PROB. 16.27 10 MPa 10 MPa 10 MPa PROB. 16.28 6 MPa 14 MPa 16 MPa 14 MPa PROB. 16.29 5 MPa 8 MPa 10 MPa 8 MPa 8 MPa 5 MPa 18 MPa 10 MPa PROB. 16.30 4 ksi 4 ksi 14 ksi 4 ksi PROB. 16.31 In Probs. 16.32 through 16.39, the state of stress is shown in the figure. Use Mohr's circle to find (a) the principal stresses and planes of principal stress, and (b) the maximum shear stress and the planes of maximum shear stress. Show your results on a sketch. 70° " 16.32 Use the figure for Prob. 16.24. 16.33 Use the figure for Prob. 16.25. 16.34 Use the figure for Prob. 16.26. 30° B x 70° B 16.35 Use the figure for Prob. 16.27. 16.36 Use the figure for Prob. 16.28. 16.37 Use the figure for Prob. 16.29. 16.38 Use the figure for Prob. 16.30. 16.39 Use the figure for Prob. 16.31. 16.10 AXIAL STRESS A condition of axial stress exists when normal stress occurs. in one direction only. Such is the case for an axially loaded member, as discussed in Chapter 10. From equilibrium, we determined the normal and shear stresses for an oblique sec- tion. The same results can be obtained by Mohr's circle. The following example illustrates the method. Example 16.10 The state of stress is shown in Fig. 16.17(a). Use Mohr's circle to find the shear stress and normal stress on a plane forming an angle with the x axis. D 44°F > O (8) F 6 ☑ 10:28 PM 4/19/2024 + 503

Fig: 1