dieño de zapata con viga de cimentacion vc-1 (25x60)

7/23/2019 Dieo de Zapata Con Viga de Cimentacion Vc-1 (25x60)

1/78

DISEODatos:

Lado Mayor de la Columna

Lado Menor de la ColumnaRefuerzo de la Columna:

Carga Muerta

Carga Viva

Factor De Reduccion Para Cortante

Factor De Reduccion Para Momentos

Momento de Diseo para la Viga 1

Momento de Diseo para la Viga

Cortante de Diseo para la Viga 1

Cortante de Diseo para la Viga

Capacidad Portante del !uelo

F"c en ColumnaF"c en #apata

Recu$rimiento %n #apatas

%sfuerzo de Fluencia &cero

Peso especifico del !uelo

Peso especifico del ConcretoProfundidad de Desplante

!o$recarga

Distancia entre %'es

0.30 m


2/78

VIGZAPATA 1

1.6 m

DIM

DIMENSIONAMIENTO DE LA ZAPATA 1

a.-

b.-

c.-

d.-


3/78


4/78

USA!

0.

T

DIMENSIONAMIENTO DE LA ZAPATA "

a.-

b.-

c.-


5/78

d.-

USA!

DIMENSIONAMIENTO DE LA VIGA DE CONE#

0."$ m

0.6 m

b

d

D%(&LL% D% #&P&(&


6/78


7/78


8/78

b.-

c.-

VEI'ICACION DE COTANTEa.-

b.-

c.-

d.-


9/78


10/78

DISEO PO 'LE#IONa.-

b.-

c.-


11/78

d.-

(.-

).-

U


12/78

*.-


13/78

%.-

+.-

U

DISEEACCION NETA DEL TEENO

h= 60 cm

DIEMSIONAMIENTO DE LA ALTUA %& DE LA


14/78

a.-

b.-

c.-

VEI'ICACION DE COTANTEa.-

&

)

d*

d*Lv1

Lv

m

n


15/78

b.-


16/78

c.-

d.-

DISEO PO 'LE#IONa.-

b.-


17/78

c.-

d.-

(.-


18/78


19/78

).-

U

*.-

%.-

+.-

U


20/78

DISEO DE LA VIG

Ppv= 0.36 /m Ppvu=

P1= 0.3

SECCION DE MOMENTO MA#IMO #2S

Xo=

DISEO DEL ACEO A TACCION

Cac d( a c.-

10.60 cm

01)( == uPXoWvuWnuVx

5

d=a

==

Asfya


21/78

.

5.54 cm

c.

==

cbf

Asfya

'85.0


22/78

5.5" cm

Cac d( a7(a d( ac(7 87 ca/+a m+/+

$.00 cm"

D+97+bc+:/ D( Ac(7

DISEO DEL ACEO A COMPESION

Cac d( a c.-

==

cbf

Asfya

'85.0

== bdAs min

d=a


23/78

.

5.45 cm

5."3 cm

5."" cm

Cac d( a7(a d( ac(7 87 ca/+a m+/+

$.00 cm"

D+97+bc+:/ D( Ac(7

5

==

cbf

Asfya

'85.0

==

cbf

Asfya

'85.0

==

cbf

Asfya

'85.0

== bdAs min


24/78


25/78

DISCALCULO DE LA 'UEZA COTANTE; 'UEZ

11.$ /

-10.4 /

E?! 1@

DETALLE

.m

>?@

1$

.6

xbdcfxVc 53.0=

== V cV nV s

=2c

VVn


26/78

SA

0

10B

0.31"$>?@1$T1.60 m


27/78

DE ZAPATA COMBINADAColumna 1

t = 0.60mt.

b = 0.30mt.= 3/4Plg.

Pd = 26.86Ton

Pl = 8.45Ton

= 0.75 = 0.90

Mu1 = 15.24tonmMu2 = 14.32tonm

!u1 = 0.83tonm

!u2 = 0.83tonm

= 1.30

"#$ = 210"#$ = 210

% = 7.5$m

"& = 4200

= 1.97tom/m3

= 2400'g/m3D( = 1.50mt.

s/$ = 500'g/m2

)$ = 4.85$m

0.30

*a 'g/$m2

'g/$m2

'g/$m2

'g/$m2

t

c


28/78

DE CIMENTACIONZAPATA "

4.3 m 1.6 m

ENSIONAMIENTO

E9)(7& N( D( T(77(/

.$$

A7(a D( La Za8aa

3.50

Cac9 D( T S

1. m

1.6 m

Cm87ba/d

== S /Ch fmtn

==n

pAz

=

+=

2

)t( tA zT

21

=

=2

)t( tA zS

21


29/78

LV1=

LV2=

v 2v 1 LL =


30/78

1.m1.6m

0.60 m

+=1.9 m

30 m

=1.60 m

E9)(7& N( D( T(77(/

.$$

A7(a D( La Za8aa

3.50

Cac9 D( T S

1. m

== S /Ch fmtn

==n

pAz

=

+=

2)t( tA zT

21


31/78

1.6 m

Cm87ba/dLV1=

LV2=

1.m1.6m

+=1.6C1 0.30 m

0.60 m

T=1.90 m

ON

0.6 m

0."$ m

=

=

2A zS

21

v 2v 1 LL =

==

!nh

==

31L"

#$

=


32/78

$3.0" cm= rhd


33/78

DISEO

O DE LA ZAPATA 1

15.10 /m"

$0.1 cm

5/8" = 1.$ cm

ZAPTA PO PUNZONAMIENTO

(9+9(/c+a A C7a/( P7 P/&/am+(/ E/ E

30$.6> /

= 2

b= 383.6

311.34 /

==

n

p%n&

bodfcbodfc 06.1)'

0.2(2" +=

bodfcVc 06.1=

b

t= )d( )d( t ++=

= rhd

Vc


34/78

.

C7a/( P7 P/&/am+(/ ,V

36.63 /

S( D(b( Cm8+7

OF

'(7&a C7a/( D( D+9( ,V

$."" /

'(7&a C7a/( Nm+/a ,V/

6.6 /

'(7&a C7a/(


35/78

OFVnVc >


36/78

Mm(/ D( D+9( ,M

6.5 /Hm

Cac d( a

10.1> cm

0.$5 cm

0.$1 cm

0.$1 cm

A7(a D( Ac(7 A9

3.>5 cm"

3.$0 cm"

)2

)((

2Lv

SWuMu =

=

=

)2

(' adyf

MuAs

5

d=a

==

cbf

Asfya

'85.0

==

cbf

Asfy

a '85.0

==

cbf

Asfya

'85.0

=

=

)2

(' adyf

MuAs


37/78

3.$0 cm"

3.$0 cm"

V(7+cac+/ D( A9m+/

0.00"

16." cm"

D+97+bc+:/ D( Ac(7 L/*+d+/a

10.00

= $>?1.> cm"

E98ac+am+(/9

1$.3 cm"

A! 10'IEOS DE $>?

Jm+/

A=

=

=

)2

(' adyf

As

=

=

)

2

(' adyf

MuAs

== bdAs min

An A*=

1

2

=

n

rbs


38/78

A7(a D( Ac(7 T7a/9K(79a ,A9m+/

1.3$ cm"== b

tAsAst


39/78

D+97+bc+:/ D( Ac(7 T7a/9K(79a

1".00

= $>?1.> cm"

E98ac+am+(/9

1$.56 cm"

A! 1"'IEOS DE $>?

O DE LA ZAPATA "

15.10 /m"

$0.1 cm

5/8" = 1.$ cm

ZAPTA PO PUNZONAMIENTO

A=

An

A*=

1

2

=

n

rbs

==

n

p

%n&

= rhd


40/78

(9+9(/c+a A C7a/( P7 P/&/am+(/ E/ E

30$.6> /

= 2

b= 383.6

311.34 /

">0."0 /

C7a/( P7 P/&/am+(/ ,V

36.63 /

S( D(b( Cm8+7

OF

'(7&a C7a/( D( D+9( ,V

13.0$ /

bodfcbodfc 06.1)'

0.2(2" +=

bodfcVc 06.1=

b

t= )d( )d( t ++=

))(( dbdtWuPuVu ++=

Vc

VuVc >

))(( dLvSWuVu =


41/78

'(7&a C7a/( Nm+/a ,V/

15.41 /&

=Vn


42/78

'(7&a C7a/(


43/78

.

A7(a D( Ac(7 A9

3.>5 cm"

3.$0 cm"

3.$0 cm"

3.$0 cm"

V(7+cac+/ D( A9m+/

0.00"

16." cm"

D+97+bc+:/ D( Ac(7 L/*+d+/a

10.00

= $>?

Jm+/

=

=

)2

(' adyf

Mu

As

c.

=

=

)2

(' adyf

MuAs

=

=

)2

(' adyf

MuAs

=

=

)2

(' adyf

MuAs

== bdAs min

A

nA*

=


44/78

1.> cm"A=


45/78

E98ac+am+(/9

1$.3 cm"

A! 10'IEOS DE $>?

A7(a D( Ac(7 T7a/9K(79a ,A9m+/

1.3$ cm"

D+97+bc+:/ D( Ac(7 T7a/9K(79a

1".00

= $>?1.> cm"

E98ac+am+(/9

1$.56 cm"

A! 1"'IEOS DE $>?

A=

1

2

=

n

rbs

An A*=

1

2

=

n

rbs

==

b

tAsAst


46/78

DE CIMENTACION VC-1 ,

0.1$ /m

/m

Ppv 0.1$ /m

Wvu= 0."" /m

$.0 m

A7(a D( Ac(7 A9

>.4$ cm"

0)2

1(1

2

)()(

2

==t

XouPXo

WvuWnuMu

=

=

)

2

(' adyf

MuAs

=

=

' a

MuAs


47/78

.

>."0 cm"

2

=

=

)2

(' adyf

MuAs


48/78

>."0 cm"

a

".>

USA! 3 34?

2 3/4,

60 $m

3 3/4,

25 $m

A7(a D( Ac(7 A9

=

=

)2

(' adyf

MuAs

An

A*=

==

a

MuAs


49/78

.

5.6 cm"

5.65 cm"

5.51 cm"

a

".>

USA! 3 34?

3 3/4,

60 $m

2 3/4,

2y

=

=

)2

(' adyf

MuAs

=

=

)2

(' adyf

MuAs

=

=

)2

(' adyf

MuAs

An

A*=


50/78

25 $m


51/78

O PO COTECOTANTE NOMINAL; E'UEZO TANSVE

1.11 /

COTE

L EGLAMENTO NACIONAL DE EDI'ICACI

.0$; 1"@.10;[email protected]$

DE LA CIMENTACION

>?@

1$

==

uV

Vn Vs 12.2


52/78

10B

1"T


53/78

Columna 2

0.60mt.

0.30mt.3/4Plg.

26.86Ton

8.45Ton


54/78

1. m

1.6 m


55/78

0.5

OF

0.5


56/78

1. m


57/78

1.6 m

0.5

OF

0.5

m

0.6 m

0."$ m


58/78


59/78

C/c7( ,Vc

OF


60/78


61/78


62/78


63/78

U9a7 A7(a D( Ac(7 M+/+m

/ 10

1.$ cm

9 1$ cm

@ 1$ cm


64/78


65/78

/ 1"

1.$ cm

9 1$ cm

@ 1$ cm


66/78

C/c7( ,Vc

OF


67/78


68/78


69/78

U9a7 A7(a D( Ac(7 M+/+m

/ 10

1.$ cm


70/78


71/78

9 1$ cm

@ 1$ cm

/ 1"

1.$ cm

9 1$ cm

@ 1$ cm


72/78

30#60

Mum! 1$."4 /m


73/78


74/78


75/78


76/78


77/78

SAL

4.6 /

NES

.6m

xbdcf


78/78

SA

0.60$>?@1$1.0 m

dieño de zapata con viga de cimentacion vc-1 (25x60)

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