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cassiano

engenharia civil • 08/30/2024

Considere a viga a seguir e calcule a área da armadura longi...

Considere a viga a seguir e calcule a área da armadura longitudinal de flexão.

Dados:

Mkmax = +15000 Kn.cm Concreto: C25 (fck=25MPA) Concreto com brita I (dmax=19mm) Aço: CA-50 (ft=5mm (Diâmetro do Estribo)) h = 650 mm bw = 35cm d = 0,62 m c = 3,0 cm (cobrimento nominal)

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