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EXERCISE 1 A cast iron shaft ASTM-25 with an ultimate tensile strength of 25,000 psi, is subjected to a torsional load which

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Criven: Sut = 25,000 psi (ultimate tensile strength) 0.5 in zin 3in subjected to completely reversed toorsional load Minoch swhere, Ka= size factor ) Ka~ 0.81 foor ain dia shaft Kb = loading factor Ky = 0.577 for torsional loading Ke= Surface factorFoo mla = 15 2 } Kz 1:19 8 0:5 = 0.25 2 Ford Sut = 25000 PSI } q~0.82 r=0.5 in - Kp = 1+ q (1-KL) = 1+ 0.82 (I-1.19) H 0.156C=_=_=lin J= Polar moment of inertia = TT 32 7 7 2 24 Food Fatigue failure Ss = sel Ке isle = TxC J Ке TX1 = 3832:43 1:156 T=

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