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M = u,x yE A β,x y d 2 EA d yε d oEA X$ yE A d = 0 % F = u,x EA d εoEAd M = β,x y d yεoEA 2 EA d # DS = EAd = stretching rigidity D = y2EAd = bending rigidity B Fo = εoEAd Mo = yεoEAd) F = DSu,x Fo M = DBβ,x Mo τ= Gγ= Gv(,x – β) V = GγdA = G(v,x – β)dA V = (v. 58k Followers, 697 Following, 715 Posts See Instagram photos and videos from S Y L V I A G A N I (@sylviagani). ³QšŽ ýV;`ß~'Y „v bWÞNȉ å‚yr gnfÜ€ ÿ ^W \‚YUO ÿ ‡eàzeg n ÿGl Q HrCg@b g \O € ÿZO T ‡eàz€{ËN ÿ ¡€hy yr gnfŒTÜb{vÜb{vS_ Ž ýV.

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