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4. Figure below shows a rotating shaft simply supported in ball bearings at A and D and loaded by a nonrotating force F of 6.
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WS 6.8kn 10 o 15 250 250 4 z (-3) 8 C. LI0 30 A L 32(d) ( L 38(D) 35 R2 30 IRI (1=3) . All dimensions are in mm. forces - FieFrom the diagram, we observe that point B has a smaller cross section, so higher bending moment and higher stress - Concent32 Now, we should find geometric stress - Concentration factor kt. For that I = 2 2 2 = 1.875} from diagram - 3 = 0.093 ) ° F@ Just to the left of B, - 32 the section modulus is = d Z = II (32 32 7 = 3.2.15X103 mm The reversing bending stress is, Tr236 ar Co.840 (690) ) 1437 mPa. b= -f log [festat ] - - f long (0.94 inche] b = -0.1308 0.844 x 690 236 Then , nev Number of

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