Plan1

Pilar 01Carga (tf)Carga (kgf)ESTACA HLICE CONTINUA285.52285,520.54Dados VariveisCALCULO DE ESTRUTURAS DE CONCRETO ARMADO II - 5B - Engenharia Civil - G.N.CalvoNK-Carga naFCK (Mpa)Tenso AosAo EsEstaca (KN)Minima (Mpa)em (Mpa)GpaPROF. QUARESMA2,800.0020.004.55001.401.15210,000,000 Dados VariaveisDimensionamento da Capacidade de Carga EstruturalDimensionamento da Ferragem (Ao)Profund.PL (KN)DiamentroCargaArea da TensoTenso emPL Calcul.Compr.Armad.Ndfyk0,2%ESfyk1 Parte2 ParteAreaArmadura NecessidadeA'SminVerificao doEstacaProfund.Estaca (cm)Nominal (KN)Seco (m)(KN/m2)(Mpa)(KN)X em (m)(KN)(KN/m2)(KN/m2)MenorCalculoCalculoA'S (cm2)MinimaArmaduracm2Dimensionam.15435.2627.50250.000.059447,141.3247.142,532.7287.283,920.00434,782.61420,000.00420,000.004,775.27721.240.00972.9698Armad > Estaca15618.9135.00400.000.096229,102.5529.102,367.0557.373,920.00434,782.61420,000.00420,000.004,592.001,168.280.00824.8106Armad > Estaca15756.8140.00500.000.125722,281.6422.282,234.5144.293,920.00434,782.61420,000.00420,000.004,508.001,525.920.00716.2832Armad > Estaca151,069.7150.00800.000.196414,260.2514.261,916.4326.873,920.00434,782.61420,000.00420,000.004,390.402,384.250.00489.8175Armad > Estaca151,432.1060.001,100.000.28279,902.959.901,527.6516.003,920.00434,782.61420,000.00420,000.004,312.003,433.320.002114.1372Armad > Estaca151,843.9670.001,550.000.38487,275.647.281,068.198.693,920.00434,782.61420,000.00420,000.004,256.004,673.13-0.001019.2423Armad.Min.5%19.2423 OK152,305.3080.002,000.000.50275,570.415.57538.053.503,920.00434,782.61420,000.00420,000.004,214.006,103.68-0.004525.1328Armad.Min.5%25.1328 OK

OBS:Digitar Variveis nos campos em amarelo

Plan2

Plan3