Design of Shaft.pdf

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y utm

a

e

Fig. 8.2.1 Diagram for design under variable load

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Normal stress equation is given as,

shear stress equation is given as

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Maximum shear stress theory

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P

Fig. 8.2.2 Deflection of a beamIntegration methodMoment-area method, orEnergy method (Theorem of Castigliano)

f

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Assumptions:

Deflections of the respective bodies

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P

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