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Engenharia Civil ·

Concreto Armado 1

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07 03 2024 bw 020 m hl 060 m c 4 cm 004 m Vsk 23250 Aula 2 Dimensionamento de Vigas ao Cisalhamento Estribos Concreto C 30 30000 KNm² 20 MPa aço CA 50 500 MPa 50 KNcm² φtx 68 mm 00068 m φL 125 mm 00125 m 1 d h c φtx φL2 d 060 004 00068 001252 d 060 004 00068 000625 d 054 m 2 Concreto C 30 fck 30000 KNm² fcd fck14 fcd 30000 KNm² 14 2142857 KNm² aço CA 50 fyk 50 KNcm² fyd fyk115 fyd 50 KNcm² 115 4347 KNcm² CADERNO INTELIGENTE