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■ 'Elasticity' opprooch

Simple bending

Fig. 8.34. Shear loading of a curved cantilever.

■ 'Elasticity' opprooch

Simple bending

Fig. 8.34. Shear loading of a curved cantilever.

orr = (2A,r - 2B\/r3 + D\/r)smd ct<w = (6A, r + 25,/r3 + D\/r) sin6 xre = -(2A\r - 2B\/r3 + D[/r)cosf The boundary conditions are:

(ii) x,i, dr = P, for equilibrium of vertical forces at 0 = 0.

Using these conditions the constants A\, B\ and D\ can be determined. The final stress values are:

0 0

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