Zapatas Conectadas Admin

7/26/2019 Zapatas Conectadas Admin

1/34

0.36 0.63 cm. 0.71 0.95 cm. 1.27 1.27 cm. 1.98 1.59 cm. 2.85 1.91 cm. 1

5.08 1

2.54 cm.

cm2

cm2

cm2

cm2

cm2

cm

2


2/34CALCULO ESTRUCTURAL: ZAPATAS - MODULO AULAS

PROYECTO

COLEGIO: PABELLON

DISEO: ZAPATAS Y VIGA DE CIMENTACION- MODULO ADMINISTRACION

DISEO DE ZAPATAS EJE 4-4=6-6

DATOS:

fy = 4200

Resistencia de te!!en" # 0.82 f$c = 210

%& i'!e ent!e c"%mnas# 2.75 m. ()* = 250

+f = 1.20 m. ,is" = 0.10 m

-" = 0.024 as%mid" = 0.50 m

/s = 1.88 /ca = 2.4

, = 0.15 /cs = 2.00

Rec%' = 7.00 cm

CARGAS

*"%mna 3 0.25 0.40 *"%mna 1 0.25

,m = 6.59 "n ,m = 5.45 "n

, = 0.54 "n , = 0.39 "n

m = 0.070 "nm m = 0.000 "nm

= 0.004 "nm = 0.000 "nm

my = 0.050 "nm my = 0.001 "nm

y = 0.001 "nm y = 0.001 "nm

ESQUEMAS :

a ene!a #

1 0.05 "nm 2 "nm

1y 0.07 "nm 2y = 0.00 "nm

,1 = 7.13 "n ,2 = 5.84 "n

' ,a!a ca!as de !aedad :"nit%dinaes #

1 0.05 "nm 2 "nm

,1 = 7.13 "n ,2 = 5.84 "n

R1 R2

INSTALACION DEL SERVICIO EDUCATIVO ESCOLARIZADO NIVEL INICIAL EN LAS LOCALIDADES DESALLOF, CHONTAS, SAN VICENTE DE PALMO, LAGUNA SHITA Y MUUO DE LA PROVINCIA DE

CUTERVO - CAJAMARCA - SNIP !"#$##

-)cm2

-)cm2 -)cm2

-)cm2

-)cm3

"n)m3 "n)m3

"n)m3



PROYECTO

COLEGIO: PABELLON




1. +;;R



PROYECTO

COLEGIO: PABELLON




+ete!minaciHn de as ,!esi"nes #

R1 @ = 5.56

E B :

I ?nt = 6.55 % >- JJJ

F : = 1.10 m

F E = 1.10 m

(e t"ma #

: B E = 1.10 1.10

1.10

:

E

D

2.75 m

1 "nm 2 "nm

,1 = 7.13 "n ,2 = 5.84 "n

: = 2.75 = 2.75 m

R1 R2

R1 = G G ,1 B G : @e G 1 @ 2 ) :

R1 = 7.11 "n


R1 @ = 5.56

E B :

I ?nt = 6.55 % >- JJJ

DaCata Ca!a a c"%mna 1

Reacci"n #

R2 = G G ,2 B : G ,1 B e @ G 1 @ 2 ) :

R2 = 5.85 "n

/1= 1y B *

"n)m2

:O # 3

a *a!a Qtima # ,%1 = 10.1 "n

' ,!esiHn Qtima # 7.92

c +ete!minaciHn de a Riide& # A = B : B G G -" B : ) ; S T d"nde # = 1.07

A = 0.027

; a"! U A U as%mid" # A = 0.50 m F ;s *"!!ect"

(e ad"Cta!V %n UAU # A = 0.50 m

,e!ate # d = A !ec%' )2 ,a!a %n #

d = 50 7.0 0.80

d = 42.21 cm.

d We!iXcaciHn de ;sf%e!&" *"!tante #

;n a +i!ecciHn YY *"!tante en a secciHn c!Ztica #

W%d = /% B E B Y

1.

10

W%d = 0.63 "n

d

0.25 *"!tante "mad" C"! e c"nc!et" #

0.40 Wc = 0.53 B [f$c B E B d

Wc = 35.66 "n1.10

(e tiene L%e c%mCi! a !eaciHn #

W%d I= /Wc d"nde # / = 0.75

/%1

= %1y B *

- JJJ

f +ise^" de Ref%e!&" #

_% = E B /% = 6.87 "n)m

1.

10

y% = = 0.62 "nm

0.25 _%y = : B /% = 6.87 "n)m

0.25 %y = = 0.62 "nm

1.10

;n a di!ecciHn YY #

s mZn = 0.0018 B E B d

s mZn = 8.36 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B ' 0.9 B fy B Gd a)2

a = 0.214 s s = 62080.62

159534.90 404.28 s

F s = 0.39 F Ca!a ` ) m.

se c""ca!V . & ' ( )N*A

;n a di!ecciHn \\ #

s mZn = 0.0018 B : B d

s mZn = 8.36 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B : 0.9 B fy B Gd a)2

a = 0.214 s s = 62080.62

159534.90 404.28 s

F s = 0.39 F Ca!a ` ) m.

se c""ca!V . & ' ( )N*A

*AeL%e" C"! Castamient" #

/ ,n = Ca!a # / = 0.70

/ ,n = 78.09375 "n

_% B 2) 2

_%y B y2) 2

cm2

cm2

cm2

cm2

/ B 0.85 B f$c B 1



PROYECTO

COLEGIO: PABELLON




,% = 8.29 "n

,% I / ,n8.29 I 78.09375 F >- JJJ

5. + +; : W


12/34

CALCULO ESTRUCTURAL: ZAPATAS - MODULO AULAS

PROYECTO

COLEGIO: PABELLON




a = s B fy s = %

0.85 B f$c B ' 0.9 B fy B Gd a)2

a = 0.941 s s = 6180.00

) 1778.82 s

F s = ) F Ca!a # F )

F s = ) F Ca!a # F )

Ca!te s%Ce!i"! #. F ) 2/5)8U

Ca!te infe!i"! #. F ) 2/1)2U

Ref%e!&" !anse!sa #

*"!te t"mad" C"! e c"nc!et" # Wc = 0.53 B [ f$c B ' B d

Wc = ) "n

Wc = ) W% = 0.02 F

*""ca! ce!" Znim" #

mZn = 3.5 B ' B s ) fy b t"mand" est!i'"s de #

F s = 32.5 cm

(e c""can est!i'"s de # # 1 0.050 m

4 0.100 m

3 0.150 m

!est" ` 0.300 m c)e

cm2

cm2



PROYECTO:

COLEGIO: PABELLON


DISEO DE ZAPATAS EJE +-+

DATOS:

fy = 4200

Resistencia de te!!en" # 0.82 f$c = 210

:%& i'!e ent!e c"%mnas# 2.75 m. ()* = 250

+f = 1.20 m. ,is" = 0.10 m

-" = as%mid" = 0.50 m

/s = 1.88 /ca = 2.4

, = 0.15 /cs = 2.0

Rec%' = 7.0 cm

CARGAS

*"%mna 3 0.25 0.40 *"%mna 2 0.25 0.25,m = 7.67 "n ,m = 6.20 "n

, = 0.75 "n , = 0.54 "n

m = 0.080 "nm m = 0.000 "nm

= 0.006 "nm = 0.000 "nm

my = 0.030 "nm my = 0.001 "nm

y = 0.001 "nm y = 0.001 "nm

ESQUEMAS :

a ene!a #

1 = 0.04 "nm 2 = 0.00 "nm

1y 0.08 "nm 2y = 0.00 "nm

,1 = 8.42 "n ,2 = 6.74 "n


1 = 0.04 "nm 2 = 0.00 "nm

,1 = 8.42 "n ,2 = 6.74 "n

R1 R2

INSTALACION DEL SERVICIO EDUCATIVO ESCOLARIZADO NIVEL INICIAL EN LAS LOCALIDADES DE SALLOF,CHONTAS, SAN VICENTE DE PALMO, LAGUNA SHITA Y MUUO DE LA PROVINCIA DE CUTERVO -

CAJAMARCA - SNIP !"#$##

-)cm2

-)cm2 -)cm2

-)cm2

-)cm3

"n)m3 "n)m3

"n)m3


14/34


PROYECTO:

COLEGIO: PABELLON




1. +;;R


15/34


PROYECTO:

COLEGIO: PABELLON





R1 @ = 6.07

E B :

I ?nt = 6.55 % >- JJJ

F : = 1.15 m

F E = 1.15 m

(e t"ma #

: B E = 1.15 1.15

1.15:

0.40

E

D

0.95

2.75 m

1 0.04 "nm 2 = 0.00 "nm

,1 = 8.42 "n ,2 = 6.74 "n

: = 2.75 = 2.75 m

R1 R2

R1 = G G ,1 B G : @e G 1 @ 2 ) :

R1 = 8.44 "n


R1 @ = 6.07

E B :

I ?nt = 6.55 % >- JJJ

DaCata Ca!a a c"%mna 2

Reacci"n #

R2 = G G ,2 B : G ,1 B e @ G 1 @ 2 ) :

R2 = 6.72 "n

/1= 1y B *

"n)m2

:O # 3

a *a!a Qtima # ,%1 = 12.0 "n



A = 0.029



,e!ate # d = A !ec%' )2 ,a!a %n #

d = 50 7.0 0.80

d = 42.21 cm.



W%d = /% B E B Y

1.

15

W%d = 0.47 "n

d


0.40 Wc = 0.53 B [f$c B E B d

Wc = 37.278 "n

1.15


/%1

= %1y B *

- JJJ;n a +i!ecciHn \\ *"!tante en a secciHn c!Ztica #

W%d = /% B E B Y

1.

15

W%d = 0.28 "n

d


0.40 Wc = 0.53 B [f$c B E B d

Wc = 37.278 "n

1.15


W%d I= /Wc d"nde # / = 0.75

0.28 I 27.96 "n F >- JJJ

e We!iXcaciHn C"! ,%n&"namient" #

1.

15

'" = 298.82 cm F ,e!Zmet!" ,%n&"nad"

d)2 d)2 " = 0.552 F K!ea ,%n&"nada

0.25 t = 1.323 F K!ea "ta

0.40 ] = 1.60 F ReaciHn# ad" may"!)ad" men"!

1.15

*"!tante act%ante C"! C%n&"namient" #

W%C = /% B G t "

W%C = 6.67 "n

*"!tante t"mad" C"! e *"nc!et" #

WcC = G 0.53 @ 1.1 ) ] B [ f$c B '" B d

WcC = 222.51 "n

WcC = 201.04 "n

WcC = 1.1 B [ f$c B '" B d

WcC = 201.04 "n

F /WcC = / B WcC Ca!a # / = 0.75

/WcC = 150.78 "n

enem"s L%e #

W%C I /WcC

6.67 I 201.04 "n % >- JJJ


_% = E B /% = 9.97 "n)m

1.1

5

y% = = 0.70 "nm

0.25 _%y = : B /% = 9.97 "n)m0.40 %y = = 1.01 "nm

1.15

m2

m2

_% B 2) 2

_%y B y2) 2



PROYECTO:

COLEGIO: PABELLON




;n a di!ecciHn YY #

s mZn = 0.0018 B E B ds mZn = 8.74 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B ' 0.9 B fy B Gd a)2

a = s s = 70083.91

159534.90 386.70 s

F s = 0.44 F Ca!a ` ) m.

se c""ca!V . & ' ( )N*A

;n a di!ecciHn \\ #

s mZn = 0.0018 B : B d

s mZn = 8.74 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B : 0.9 B fy B Gd a)2

a = s s = 100920.83

159534.90 386.70 s

F s = 0.63 F Ca!a & ' ` ) m.

se c""ca!V . & ' ( )N*A


/ ,n = Ca!a # / = 0.70

/ ,n = 124.95 "n

,% = 12.02 "n

,% I / ,n

12.02 I 124.95 F >- JJJ

D, ,R : *>:O # 2

a *a!a Qtima # ,%2 = 9.59 "n



A = 0.024; a"! U A U as%mid" # A = 0.50 m F ;s *"!!ect"


cm2

cm2

cm2

cm2

/ B 0.85 B f$c B 1

/%2

= "n)m2



PROYECTO:

COLEGIO: PABELLON




,e!ate # d = A !ec%' )2 ,a!a %n #

d = 50 7.0 0.80

d = 42.21 cm.

d We!iXcaiHn de ;sf%e!&" *"!tante #


W%d = /% B E B Y

1.

00

W%d = 0.31 "n

d


0.25 Wc = 0.53 B [f$c B E B d

Wc = 32.415 "n

1.00(e tiene L%e c%mCi! a !eaciHn #

W%d I= /Wc d"nde # / = 0.75

0.31 I 24.31 "n F >- JJJ

;n a +i!ecciHn \\ *"!tante en a secciHn c!Ztica #

W%d = /% B E B Y

1

.00

W%d = 0.31 "n

d


0.25 Wc = 0.53 B [f$c B E B d

Wc = 32.415 "n

1.00


W%d I= /Wc d"nde # / = 0.75

0.31 I 24.31 "n F >- JJJ

e We!iXcaciHn C"! ,%n&"namient" #

1.

00

'" = 268.82 cm ,e!Zmet!" ,%n&"nad"

d)2 d)2 " = 0.452 K!ea ,%n&"nada

0.25 t = 1.000 K!ea "ta

0.25 ] = 1.00 ReaciHn#

1.00

*"!tante act%ante C"! C%n&"namient" #

W%C = /% B G t "

W%C = 3.61 "n

*"!tante t"mad" C"! e *"nc!et" #

WcC = G 0.53 @ 1.1 ) ] B [ f$c B '" B d

WcC = 267.99 "nWcC = 180.85 "n

WcC = 1.1 B [ f$c B '" B d

WcC = 180.85 "n

m2

m2

ad"may"!)ad"men"!



PROYECTO:

COLEGIO: PABELLON




F /WcC = / B WcC Ca!a # / = 0.75

/WcC = 135.64 "n

enem"s L%e #

W%C I /WcC

3.61 I 180.85 "n % >- JJJ


_% = E B /% = 6.59 "n)m

1.

00

y% = = 0.46 "nm

0.25 _%y = : B /% = 6.59 "n)m

0.25 %y = = 0.46 "nm

1.00

;n a di!ecciHn YY #

s mZn = 0.0018 B E B d

s mZn = 7.60 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B ' 0.9 B fy B Gd a)2

a = s s = 46315.94

159534.90 444.71 s

F s = 0.29 F Ca!a ` ) m.

se c""ca!V . & ' ( )N*A

;n a di!ecciHn \\ #

s mZn = 0.0018 B : B d

s mZn = 7.60 F Ca!a ` ) m.

a = s B fy s = %

0.85 B f$c B : 0.9 B fy B Gd a)2

a = s s = 46315.94

159534.90 444.71 s

F s = 0.29 F Ca!a ` ) m.

se c""ca!V . & ' ( )N*A


/ ,n = Ca!a # / = 0.70

/ ,n = 78.09375 "n

,% = 9.59 "n

,% I / ,n

9.59 I 78.09375 F >- JJJ

_% B 2) 2

_%y B y2) 2

cm2

cm2

cm2

cm2

/ B 0.85 B f$c B 1



PROYECTO:

COLEGIO: PABELLON




5. + +; : W



PROYECTO:

COLEGIO: PABELLON




F s = F Ca!a # F )

F s = F Ca!a # F )

Ca!te s%Ce!i"! # F ) 2 5)8U

Ca!te infe!i"! # F ) 2 1)2U

Ref%e!&" !anse!sa #

*"!te t"mad" C"! e c"nc!et" # Wc = 0.53 B [ f$c B ' B d

Wc = ) "n

Wc = ) W% = 0.02 F

*""ca! ce!" Znim" # mZn = 3.5 B ' B s ) fy b t"mand" est!i'"s de #

F s = 32.5 cm

(e c""can est!i'"s de # # 1 0.050 m

4 0.100 m

3 0.150 m

!est" ` 0.300 m

cm2

cm2



PROYECT

COLEGIO: PABELLON


DISEO DE VIGA DE CIMENTACION EJE G-G=I-I

DATOS:

fy = 4200

istencia de te!!en" # 0.82 f$c = 210

i'!e ent!e c"%mnas# 3.13 m. ()* = 250

+f = 1.20 m. ,is" = 0.10 m

-" = 0.024 as%mid" = 0.50 m

/s = 1.88 /ca = 2.4

, = 0.15 /cs = 2.0

Rec%' = 7.0 cm

CARGAS

*"%mna 1 0.25 0.40 *"%mna 2 0.25 ,m = 6.59 "n ,m = 7.67 "n

, = 0.54 "n , = 0.75 "n

m = 0.070 "nm m = 0.080 "nm

= 0.004 "nm = 0.006 "nm

my = 0.050 "nm my = 0.030 "nm

y = 0.001 "nm y = 0.001 "nm

ESQUEMAS :

a ene!a #

1 0.05 "nm 2 "nm

1y 0.07 "nm 2y = 0.08 "nm

,1 = 7.13 "n ,2 = 8.42 "n


1 0.05 "nm 2 "nm

,1 = 7.13 "n ,2 = 8.42 "n

R1 R2



-)cm2

-)cm2 -)cm2

-)cm2

-)cm3

"n)m3 "n)m3

"n)m3



PROYECT

COLEGIO: PABELLON




1. +;;R



PROYECT

COLEGIO: PABELLON





R1 @ = 5.57

E B :

I ?nt = 6.55 % >- JJJ

F : = 1.10 m

F E = 1.10 m

(e t"ma #

: B E = 1.10

1.10

:

E

D

3.13 m

1 "nm 2 "nm

,1 = 7.13 "n ,2 = 8.42 "n

: = = 3.13 m

R1 R2

R1 =G G ,1 B G : @e G 1 @ 2 ) :

R1 = 7.13 "n


R1 @ = 5.57

E B :

I ?nt = 6.55 % >- JJJaCata Ca!a a c"%mn 2

Reacci"n #

R2 = G G ,2 B : G ,1 B e @ G 1 @ 2 ) :

R2 = 8.43 "n

/1= 1y B *

"n)m2

:O # 1

a *a!a Qtima # ,%1 = 10.1 "n



A = 0.027



,e!ate # d = A !ec%' )2 ,a!a %n #

d = 50 7.0 0.80

d = 42.21 cm.



W%d = /% B E B Y

1.

10

W%d = 0.63 "n

d


0.40 Wc = 0.53 B [f$c B E B d

Wc = 35.7 "n

1.10(e tiene L%e c%mCi! a !eaciHn #

W%d I= /Wc d"nde # / = 0.75

/%1

= %1y B *

- JJJ

5. + +; : W


34/34

PROYECT

COLEGIO: PABELLON




+ete!minaciHn de K!ea de ce!" #

Ref%e!&" :"nit%dina #

s mZn = G 0.8 B [ f$c ) fy B ' B d = )

s mZn = G 14 ) fy B ' B d = ) F

s = ,% ) 0.9 fy = 2.68 2 2 5)8@1 1)2

a = s B fy s = %

0.85 B f$c B ' 0.9 B fy B Gd a)2

a = 0.941 s s = 1100.00

) 1778.82 s

F s = F Ca!a # F )

F s = F Ca!a # F )

Ca!te s%Ce!i"! # F ) 2 5)8U

Ca!te infe!i"! # F ) 2 1)2U

Ref%e!&" !anse!sa #

*"!te t"mad" C"! e c"nc!et" Wc = 0.53 B [ f$c B ' B d

Wc = ) "n

Wc = ) W% = 0.00 F

*""ca! ce!" Znim" #

mZn = 3.5 B ' B s ) fy b t"mand" est!i'"s de #

F s = 32.5 cm

(e c""can est!i'"s de # # 1 m

4 m

3 m!est" ` m c)e

cm2

cm2

cm2

cm2

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Zapatas Conectadas Admin