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  1. Dameon

    modulus of concrete-filled steel piles

    does anyone know of a good way of estimating Ecomposite for a steel pipe pile w/no internal rebar? logic says it should be greater than 29,000 ksi, but Ecomp calculation of ( A(steel pipe) * E(steel pipe) + A (concrete) * E (concrete) )/ A total, yields way to low of values. any opinions?

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