Question

1.5 in. 1.25 in.

Two steel shafts, AB and CD, ara bolted together at the flange. Because the bolts are improperly sized, one shaft can rotate 1.25° before the shafts begin to rotate together. Find tha maximum shear stress for AB and CD when a torque of 510 kip*ft is applied to flange B

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Answer #1

Assume Modulus of Rigidity for steel as 11. 2x 100 psi do G=11.2x106 psi tot Calculate the polar moment of inertia of shaft ATcp = 154622.2 doc (2) where the Given that one shaft can rotate 1.250 before the shafts begin to rotate together one So forHow To is the torque applied at flange B. Substitute 2.443 14ps.in for TAB and 510 kip.ft for TB 79 - Sto meipft sem ) - 0.44Maximum shear stress can now be calculated using the respective tonques acting on shatts due to rotation $9. TAB = 16TAB = 6

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