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Zapata Corrida 01
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ACERO LONGITUDINAL
1. Colocar dimensiones de la zapata corrida
30.0 cm
4 Ø 3/4 '' As Positivo 1.93 cm²
90.0 cm
2 Ø 1/2" Para evitar el pandeo del estribo
10.57 cm²
60.0 cm
As Negativo 3.84 cm²
9 Ø 1/2 '' 260.0 cm
10.57 cm²
2. Colocar Diametro de Barra Longitudinal asumida, Estribo y Momento.
REFUERZO POSITIVO REFUERZO NEGATIVO ACERO MINIMO:
f`c = 210.00 Kg/cm2 f`c = 210.00 Kg/cm2 ρ min = 0.0024
fy = 4200.00 Kg/cm2 fy = 4200.00 Kg/cm2 As min = 10.57 cm²
b = 260.00 cm b = 30.00 cm Ø barra = 3/4 ''
h = 150.00 cm h = 150.00 cm As = 2.850 cm²
Ø barra = 1/2 '' Ø barra = 1/2 '' Tomamos 4 Ø 3/4 ''
Ø estribo = 3/8 '' Ø estribo = 3/8 '' ACERO MAXIMO
recub. = 2.50 cm recub. = 7.50 cm ρmax = 0.0163
d = 145.91 cm d = 140.91 cm As max = 71.21 cm²
M = 10.64 Tn-m M = 20.22 Tn-m Ø barra = 3/4 ''
a = 0.175 cm a = 3.010 cm As = 2.850 cm²
As = 1.93 cm² As = 3.84 cm² Tomamos 25 Ø 3/4 ''
3. Aceros Negativos y Positivos Finales
ACERO POSITIVO ACERO NEGATIVO
As Positivo 10.57 cm² As Negativo 10.57 cm²
Ø barra = 3/4 '' Ø barra = 1/2 ''
As = 2.850 cm² As = 1.267 cm²
Tomamos 4 Ø 3/4 '' Tomamos 9 Ø 1/2 ''
ACERO TRANSVERSAL
sadm Suelo = 9.000 Tn/m² REFUERZO NEGATIVO
s diseño = 13.500 Tn/m² f`c = 210.00 Kg/cm2
Tomando B = 1.00 m □ Ø 3/8 '' @ 0.3 fy = 4200.00 Kg/cm2
Mom. Neg = 8.93 Tn-m b = 100.00 cm
30.0 cm h = 60.00 cm
Ø barra = 1/2 ''
90.0 cm 1/2 '' @ 0.27 Ø estribo = 3/8 ''
recub. = 7.50 cm
115.0 cm d = 50.91 cm
M = 8.93 Tn-m
60.0 cm a = 1.103 cm
As = 4.69 cm²
260.0 cm Ø barra = 1/2 ''
As = 1.267 cm²
13.50 Tn/m @ = 27.00
Verificar As min y As max
Verificar As min y As max
DISEÑO DEL REFUERZO PARA ZAPATA CORRIDA
VERIFICACION POR CORTANTE
Vu = 15.525 Tn A cara de columna Ø.Vc = Vud =
Wu = 13.50 Tn/m 86.418 Tn > 8.652 Tn Ok
recub. = 7.50 cm
Ø barra = 1/2 ''
Ø estribo = 3/8 ''
b = 260.00 cm
d = 50.91 cm
DISEÑO DE REFUERZO TRANSVERSAL
REFUERZO DENTRO DE LA ZONA DE CONFINAMIENTO
Se colocará refuerzo Transversal por confinamiento a una distancia "2d" medida desde la cara del apoyo.
2d = 2.818 m
Ø estribo = 3/8 ''
La separacion de los estribos debe ser:
S ≤ d/4 = 35.23 cm S = 30.00 cm □ Ø 3/8 '' @ 0.3
S ≤ 30.00 cm
REFUERZO FUERA DE LA ZONA DE CONFINAMIENTO
La separacion de los estribos debe ser:
S = 70.00 cm □ Ø 3/8 '' @ 0.7