DISEO VIGA

CondicionesMu [KN.m]
Author: Goal Seek. Introduzco Valor del MomentoMn [KN.m]As req [cm^2]
Author: Celda a cambiarAs a colocar [cm^2]As sumini [cm^2]Barras N0.Simplemente Reforzada?Mn resist [KN.m]Mu resist [KN.m]REFUERZO LONGITUDINAL ( DESPIECE VIGA TIPO)b10.85fc [Mpa]21Viga eje 3A(-)516.09573.4339.2839.285.97NO106.8096.12As SuminisAABBBBCCCCDDDDEEEEFFfy [Mpa]420AB(+)104.89116.546.538.699.95SI174.09156.68bw[m]0.5B(-)336.48373.8723.0823.0823.59SI380.95342.85As Superior3#59#5+2#610#5+7#62#510#5+6#68#5+2#65#56#5+1#66#5+2#67#5+1#65#5r [m]0.06B(-)528.04586.7140.5340.53NO0.000.00h [m]0.5BC(+)442.93492.1432.1632.16NO0.000.00As Inferior5#55#59#5+5#63#5+1#63#55#5+1#64#5+1#6d [m]0.44C(-)516.09573.4339.2839.28NO0.000.00f0.9C(-)0.000.000.00SI0.000.00euc0.0030CD(+)0.000.000.00SI0.000.00REFUERZO LONGITUDINAL CONTROLADO ( DESPIECE VIGA TIPO)ey0.0021D(-)0.000.000.00SI0.000.00ey mx0.0050D(-)0.000.000.00SI0.000.00As SuminisAABBBBCCCCDDDDEEEEFFDE(+)0.000.000.00SI0.000.00ResultadosE(-)0.000.000.00SI0.000.00As Superior5#55#59#5+2#610#5+7#64#5+3#610#5+6#68#5+2#65#55#56#5+1#65#56#5+2#67#5+1#65#55#5Cbal[cm]25.88E(-)0.000.000.00SI0.000.00Cmx [cm]16.50EF(+)0.000.000.00SI0.000.00As Inferior5#55#54#5+2#65#5+4#69#5+5#65#5+3#64#5+1#65#55#55#55#5+1#65#55#54#5+1#65#5abal [cm]22.00F(-)0.000.000.00SI0.000.00amx [cm]14.03Asbal [cm^2]46.75Asmx [cm^2]29.80Mnbal [KN.m]647.96Mnmx [KN.m]462.98Mubal [KN.m]421.17Mumx [KN.m]416.69Asmn [cm^2]6.00As2mn [cm^2]7.33