Calculo de Aisladores

July 4, 2019 | Author: CARLOS GABRIEL ROSADO HERRERA | Category: Rigidez, Pandeo, Ingeniería de construcción, Mecánica Continua, Ingeniería
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Short Description

Calculo de Aisladores...

Description

AISLADORES ELASTOMERICO SIN NUCLEO DE PLOMO DE Datos 1: Descripcion

Unidad

N. de aisladores !8(:

Cantidad

numero

 

1.00

P. Total estrctra ! " # D$%.&'L(

 Tn.

Periodo de Dise)o

seg.

C. *a+i*a de Aislador !D$%.&'L(

 Tn.

 

265.00

C. *ini*a de Aislador !D$%.&'L(

 Tn.

 

265.00

Car,a aislador -i-a '%

Tn.

 

41.00

Car,a aislador -i-a 1%%

Tn.

 

82.00

 Tn.

 

265.00

P. Total estrctra ! " # D$%./%L(

 

265.00  

2.50

Datos &: Espectro de 0s

Tipo Selo

0actor 

0a

0d

D

0.30

1.30

1.60

1 .3 0

Unidad

Cantidad

0actor de redccion !Ri(

#

1.00

Datos /: Descripcion Modlo de ri,ide2 a cortante ! G (

 

Kg/cm2

A*orti,a*ien A*orti ,a*iento to  !3alor en Ta4la( Ma+i*a de5or*acion a cortante Modlo de elaticidad acero ! E acero ( 6*a+ distorcion an,lar !corte(  6 ad* distorcion an,lar !corte( M. de elasticidad -ol*etrico !9 cac7o(

 



 

 

4.00 1.37 1.50

Kg/cm2 %

   

2,000,000.00 150.00

%

 

250.00

Kg/cm2

 

20,000.00

1.% Calclo de la ri,ide2 7ori2ontal de cada aislador para periodo de d 9  # * ;& 9  # *TD(& 9  #

1.71 1.71 Tn/cm Tn/cm

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&.% Calclo de despla2a*iento de dise)o DD # a > ;& DD # !, D #

16.62 16.62 cm.

/.% Calclo de altra del aislador *a+ # DD > 6 *a+

#

11.08 11.08 cm.

ad* # DD > 6 ad* #

6.65 6.65 cm. cm.

?.% Calclo n*ero de capas de cac7o TR  espesor n #  > esp.

se as*e

n

#

 

11. 11.08 08 cm.

#

entonces:  #

cac7o !c*( 1.00

12  

12 cm. cm.

'.% Calclo del area del aislador A # 9  GA

#

5,118.94 cm2

@.% Deter*inacion del dia*etro e+terior De+t # !!? =( $ D &int(1>&

80.73 80.73 cm.

Dint. !c*.( Dia*etro interior

0.00

De+t As*ido

#

80.00 80. 00 cm.

.% Dete*inacion de ne-a area A # = ?

#

5,026.56 cm2

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306.00

.% Calclo de la ri,ide2 del aislador 9  # !GA (

#

1.68 1.68 Tn/cm Tn/cm

1%.% Calclo de la ri,ide2 del siste*a aislado 9 total # N !?=&(

#

DD > D #

23.19 23.19 cm. 16.92 16.92 cm.

1/.% Despla2a*iento incle torsion !Nor*a( DDnor*a # 1.1% 

#

155.15 



6*a+  6ad*

1'.% Calclo del cortante de los ele*entos de aislacion 3S # 9 total Ri

#

31.19 31.19 Tn.

1@.% Calclo del CoeFciente sis*ico !C H ( C  = V  / !

O9 

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S # !De+t  Dint( > ?
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