calculo de vigas hechas por mi
DESCRIPTION
hoja de calculo de vigasTRANSCRIPT
calculo del area de acerof'c = 4 fy = 60
Barra M(+) M(-)61 20591.42 1152.2
M(-) b d a(-) As(-) C(-) Et8.3142752 12 22.5 5.6250 0.0938 6.618 0.0072
0.1380 0.0824 0.162 0.412728980.1211 0.0823 0.143 0.470661690.1211 0.0823 0.142 0.470839910.1211 0.0823 0.142 0.47084039
Barra M(+)61 20591.42
M(+) b d a(-) As(-) C(-) Et148.587687 12 22.5 5.6250 1.6772 6.618 0.0072148.587687 12 22.5 2.4664 1.5526 2.902 0.02026226148.587687 12 22.5 2.2833 1.5460 2.686 0.0221283148.587687 12 22.5 2.2735 1.5456 2.675 0.0222365148.587687 12 22.5 2.2730 1.5456 2.674 0.02224229
DUCTILIDADCuantia Maxima
P(+) = 0.00572445 pmin = 0.0033P(-) = 0.00030496 pmax 0.0206
Pmin = <p(+) ok ok
= < Pmaxp(-) ok
Requisito sismicoAsmin = 0.891 pulg20.5 As(+) = 0.7728009 pulg20.33As(-) = 0.02717149 pulg2
Ascorrido = Asmin = 0.891 pulg2 2#6 = 0.88 pulg2
calcular bastones
Calculo de Bastones
B (-) = As(-) - AscorridoB (-) = 0.8087 pulg2
Momento del Acero Corrido
a = 1.18920904 Et = 0.045246354 C =
956.559466 klb*pulg
calculo del area de acero
Φ0.90.90.90.90.9
Φ0.90.90.90.90.9
DUCTILIDADCuantia Minima
Requisito sismico
Calculo de Bastones
1.399069461