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UD I. DISEÑO Estructuras mixtas y de madera Alberto ... - PoliformaT

UD I. DISEÑO Estructuras mixtas y de madera Alberto ... - PoliformaT

UD I. DISEÑO Estructuras mixtas y de madera Alberto ... - PoliformaT

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<strong>Alberto</strong> Jesús Ortolá Peiró<strong>UD</strong> III <strong>Estructuras</strong> <strong>mixtas</strong> y <strong>de</strong> ma<strong>de</strong>raRESUMENELUViga (combinación sin viento)M ED = N acero x d + M hormigón + M aceroMd -N acero - 607 KNM acero - 123,87M hormigón - 18Por tanto M ED = (607 KN x 0,21m) + (-18KN·m) +( - 123,87 KN·m)=Md - = 269,34KN·m

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