Aula 2 - Exemplos resolvidos e exercicios propostos V2.pdf

Aula 2 - Exemplos resolvidos e exercicios propostos V2.pdf...

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Curso sobre a NBR 6118:2003 – Concreto Armado Aula 2 - Comportamento conjunto dos materiais Como será necessário emendar todas as barras, a disposição das barras na seção transversal recai na situação de mais de uma camada, em virtude do espaçamento mínimo necessário, como mostrado: Adotado! 47 , 3 2 / ) 6 , 1 3 63 , 0 2 5 , 2 2 18 ( : camadas duas Em 78 , 1 3 / ) 6 , 1 4 63 , 0 2 5 , 2 2 18 ( : camada uma Em cm 28 , 2 9 , 1 2 , 1 d 1,2 cm 6 , 1 cm 2 agregado max = = = = = = = cm a a cm a a a h h h h h φ Figura 1.1 - Emendas por traspasse - Seções transversais
• Fall '14
• Civil , Engenharia, Concreto, São Paulo, NBR, Viga, aderência, Armadura, Associação Brasileira de Normas Técnicas

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