diseño de zapata aislada centrica

7/23/2019 Diseo de Zapata Aislada Centrica

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CALCULO DE ZAPATA AISLADA

PD= 46.26 Tn

PL= 19.54 Tn

1.5

Df= 1.50 m

Fc= 210.00 Kg/cm2

Fy= 4,200.00 Kg/cm2

m= 2.10 Tn/m3

t= 2.00 Kg/cm2

S/C piso= 500.00 Kg/m2

b= 0.50 m

t= 0.25 m

n= 16.35 Tn/m2

Azapata= 4.02 m2

T= 2.13 S= 1.88

USAR= 2.10 1.85

Lv1= Lv2= 0.80

m0.80 m ONFORME

1.8

5

0.2

5

0.50

2.10

Wnu= 22.34 Tn/m2

d= 0.265 m


2/30

USAR:

h= 0.60 m

5/8 pulg 51.23 cm

r= 7.50 cm

VERIFI A ION POR ORTANTE

Vdu= 11.888 Tn

Vn= 15.85 Tn

Vc= 72.79 Tn

Vc > Vn = CONFORME

DISEO POR FLEXION

u= 13.22 Tn ! m

"#= 6.96 cm2

"#m$n= 17.06 cm2

USAR:

"#= 17.06 cm2

n= 8.57 9.00 und

%= 0.21 m

EN DIRECCION TRANSVERSAL

"#&= 19.36 cm2

n= 9.73 10.00 und

%= 0.21 m

10.00 5/8 @ 0.21

0.2

1

1.8

5

@

0.2

5

5/8

0.50

9

'= dpr(m)d$(=


3/30

2.10

0.

0

2.10


4/30

0.3

1.2


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PD= 31.85 Tn

PL= 12.68 Tn

1.5

Df= 1.50 m

Fc= 210.00 Kg/cm2

Fy= 4,200.00 Kg/cm2

m= 2.10 Tn/m3

t= 2.00 Kg/cm2


b= 0.30 m

t= 0.25 m

n= 16.35 Tn/m2

Azapata= 2.72 m2

T= 1.68 S= 1.63

USAR= 1.80 1.80

Lv1= Lv2= 0.75 m

0.78 m ORREGIR

1.8

0

0.2

5

0.!0

1.80

Wnu= 18.06 Tn/m2

d= 0.231 m


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USAR:

h= 0.60 m

5/8 pulg 51.23 cm

r= 7.50 cm


Vdu= 7.727 Tn

Vn= 10.30 Tn

Vc= 70.82 Tn

Vc > Vn = CONFORME

DISEO POR FLEXION

u= 9.14 Tn ! m

"#= 4.80 cm2

"#m$n= 16.60 cm2

USAR:

"#= 16.60 cm2

n= 8.34 9.00 und

%= 0.20 m


"#&= 16.60 cm2

n= 8.34 9.00 und

%= 0.20 m

9.00 5/8 @ 0.20

0.2

0

1.8

0

@

0.2

5

5/8

0.!0

9

'= dpr(m)d$(=


9/30

1.80

0.

0

1.80


10/30

0.3

1.2


11/30


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PD= 45.21 Tn

PL= 18.67 Tn

1.5

Df= 1.50 m

Fc= 210.00 Kg/cm2

Fy= 4,200.00 Kg/cm2

m= 2.10 Tn/m3

t= 2.00 Kg/cm2


b= 0.30 m

t= 0.25 m

n= 16.35 Tn/m2

Azapata= 3.91 m2

T= 2.00 S= 1.95

USAR= 1.00 1.00

Lv1= Lv2= 0.35 m

0.38 m ORREGIR

1.0

0

0.2

5

0.!0

1.00

Wnu= 84.13 Tn/m2

d= 0.251 m


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USAR:

h= 0.60 m

5/8 pulg 51.23 cm

r= 7.50 cm


Vdu= !13.654 Tn

Vn= !18.21 Tn

Vc= 39.35 Tn

Vc > Vn = CONFORME

DISEO POR FLEXION

u= 5.15 Tn ! m

"#= 2.70 cm2

"#m$n= 9.22 cm2

USAR:

"#= 9.22 cm2

n= 4.63 5.00 und

%= 0.21 m


"#&= 9.22 cm2

n= 4.63 5.00 und

%= 0.21 m

5.00 5/8 @ 0.21

0.2

1

1.0

0

@

0.2

5

5/8

0.!0

5

'= dpr(m)d$(=


15/30

1.00

0.

0

1.00


16/30

0.3

1.2


17/30


18/30


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PD= 45.21 Tn

PL= 18.67 Tn

1.5

Df= 1.50 m

Fc= 210.00 Kg/cm2

Fy= 4,200.00 Kg/cm2

m= 2.10 Tn/m3

t= 2.00 Kg/cm2


b= 0.30 m

t= 0.25 m

n= 16.35 Tn/m2

Azapata= 3.91 m2

T= 2.00 S= 1.95

USAR= 2.00 2.00

Lv1= Lv2= 0.85 m

0.88 m ORREGIR

2.0

0

0.2

5

0.!0

2.00

Wnu= 21.03 Tn/m2

d= 0.295 m


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USAR:

h= 0.60 m

5/8 pulg 51.23 cm

r= 7.50 cm


Vdu= 14.205 Tn

Vn= 18.94 Tn

Vc= 78.69 Tn

Vc > Vn = CONFORME

DISEO POR FLEXION

u= 15.20 Tn ! m

"#= 8.00 cm2

"#m$n= 18.44 cm2

USAR:

"#= 18.44 cm2

n= 9.27 10.00 und

%= 0.20 m


"#&= 18.44 cm2

n= 9.27 10.00 und

%= 0.20 m

10.00 5/8 @ 0.20

0.2

0

2.0

0

@

0.2

5

5/8

0.!0

10

'= dpr(m)d$(=


21/30

2.00

0.

0

2.00


22/30

0.3

1.2


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PD= 45.21 Tn

PL= 18.67 Tn

1.5

Df= 1.50 m

Fc= 210.00 Kg/cm2

Fy= 4,200.00 Kg/cm2

m= 2.10 Tn/m3

t= 2.00 Kg/cm2


b= 0.30 m

t= 0.25 m

n= 16.35 Tn/m2

Azapata= 3.91 m2

T= 2.00 S= 1.95

USAR= 2.00 2.00

Lv1= Lv2= 0.85 m

0.88 m ORREGIR

2.0

0

0.2

5

0.!0

2.00

Wnu= 21.03 Tn/m2

d= 0.295 m


26/30

USAR:

h= 0.60 m

5/8 pulg 51.23 cm

r= 7.50 cm


Vdu= 14.205 Tn

Vn= 18.94 Tn

Vc= 78.69 Tn

Vc > Vn = CONFORME

DISEO POR FLEXION

u= 15.20 Tn ! m

"#= 8.00 cm2

"#m$n= 18.44 cm2

USAR:

"#= 18.44 cm2

n= 9.27 10.00 und

%= 0.20 m


"#&= 18.44 cm2

n= 9.27 10.00 und

%= 0.20 m

10.00 5/8 @ 0.20

0.2

0

2.0

0

@

0.2

5

5/8

0.!0

10

'= dpr(m)d$(=


27/30

2.00

0.

0

2.00


28/30

0.3

1.2


29/30


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diseño de zapata aislada centrica

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