NBR 6118
NBR 6118
NBR 6118
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VigasExemploMódulo 4φ<strong>NBR</strong> <strong>6118</strong> PROJETO DE ESTRUTURAS DE CONCRETO : PROCEDIMENTO D A T A 0 0 / 0 0 / 0 0VigasExemploTabela de Ferros e ResumoMódulo 4Tabela de FerrosResumoPosição φ n CU(cm) CT(m) φ CT(m) Peso(kg)N1 16 2 626,0 13,0 5 10 1,4N2 16 2 593 12 8 38 13,7N3 16 2 460 10 10 5 2,8N4 10 4 108 5 16 35 50,6N5 5 2 479 10 M=68,2 kg + 10% =75,5N6 8 31 121 38 V = 0,682 m³Taxa de Consumo = 75,5/0,682 =110,7kg/m³<strong>NBR</strong> <strong>6118</strong> PROJETO DE ESTRUTURAS DE CONCRETO : PROCEDIMENTO D A T A 0 0 / 0 0 / 0 0