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Fuerzas internas

Fuerzas internas

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SolutionLa curva de deflección por tanto resulta,y= 9. 19 [cosh (0.109 x )−1] mSustit x = 10m, para la mitad de la longitud del cable s(x)l2=45.95N/m sinh [ 5N/ m45 .9N (10 m ) ] =12.1mAsí,l=24 .2mLa máxima tensión ocurre cuando θ es máximo, i.e. as = l/2 = 12.1m

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