228428351-Calculo-de-Pilares-Concreto-II.xlsx

# 20 mpa λy 173 ca 50 hx momento fletor min 57658 kn x

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20 Mpa λy = 17.3 CA - 50 hx momento fletor min. 5765.8 Kn x cm hy 7927.9 Kn x cm Esbeltez limite ou λx = 25.0 35 Maior = 35 λy = 25.00 35 Maior = 35 λx = Ñ CONSIDERA EFEITO DE 2ª ORDEM hx λy = Ñ CONSIDERA EFEITO DE 2ª ORDEM hy momento pilar c/ curvatura aproximada 0.93 1.4 1/r 1.74E-04 x 1/cm 1 7927.9 Kn x cm Excentricidade de 2ª ordem ℮ = 1.57 cm 9534.5 Kn x cm Ábaco Escolha do ábaco d' / h = 0.2 A-4 d'x / hx = 0.1 d' / h = 0.05 A-24 d'y / hy = 0.07 d' / h = 0.1 A-25 M1d,x= As em direção x 9535 µ = 0.12 0.6 ω = 0.75 M1d,y= As em direção y 7928 µ = 0.05 0.75 Cálculo da área de aço As = 44.36 cm² M dA = M dB = M 1d,min x= M 1d,min y= Ƴ n = Ƴ f = M 1d,A = Md, tot x ou y = ω = ω =

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