modelo de viento.xlsx

7/24/2019 Modelo de viento.xlsx

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DETERMINACIN DEL FUERZA LATERALES DEBI

Parametros de ClcloVELOCIDAD DE VIENTO SE!UN ZONIFICACION

Zona Velocidad Basica

2 210.00

COEFICIENTE DE PRESION DE VELOCIDADTipo Alpha

B 7.00

CATE!ORIA DE EDIFICACION "U"

Categora Importancia

Grupo II di! "ormales

CLASIFICACION SISTEMA ESTRUCTURAL#istema structural Clasi$cacion

Aporticados %ormigon special

DIMENSIONES EN PLANTA&imension '(' &imension )()

20.*0 20.+*

FACTORES DE TOPO!RAFIA # DIRECCIONALIDAD,-t

1.00

PRESION DE DISENO 210+.+/7

0.21

FUERZA DE VIENTO 13.37/743++

55 13.23+030+3+2


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3/26

DO A VIENTO

Altura de di!

37.00

Zg ,-

344.00 1.0

actor 6I6

1.00

Altura

37.00

,d

1.00

"m2

Tonmt2

en cada piso

en cada piso


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Com$ro%ac&o' de Corta'te D&'am&co Vs Corta'te Estat&co8eglamento 8(0019 art. 479 Vdina:0.4+ Vestat

Carga Total

Carga ;uerta 23/7.00 1.00 23/7.00

Carga ViC1 /03 2.72+ 11.02+ 34

11;? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 34

11;? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 34

Carga de&iseno

>orcenta@e de>articipacion

8eglamento 8(0019 art. 729 1000 &espla-total *h


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10;? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 33

10;? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 33

10;? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 33

10;? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 33

Com$ro%ac&o' de Der&.a Ma/&ma $or $&so



7/26

#tor5 Item =oad >oint ' ) Z

/"? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 30

/"? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 30

/"? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 30

/"? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 30

*V? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 27

*V? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 27

*V? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 27

*V? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 27

7;? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 2

7;? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 2

7;? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 2

7;? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 2

4T? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 21

4T? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 21


8/26

4T? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 21


9/26



4T? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 21

+T? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 1*

+T? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 1*

+T? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 1*

+T? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 1*

T? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 1+

T? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 1+

T? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 1+

T? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 1+

38 "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 12

38 "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 12

38 "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 12

38 "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 12



10/26

2&? "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ /

2&? "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ /

2&? "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ /

2&? "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ /


11/26



18 "IV= ;a &ri!t ' #>C1 +*2 12.3+ .1+ 4

18 "IV= ;a &ri!t ) #>C1 /03 2.72+ 11.02+ 4

18 "IV= ;a &ri!t ' #>C2 +*2 12.3+ .1+ 4

18 "IV= ;a &ri!t ) #>C2 /03 2.72+ 11.02+ 4

#?TA"? ;a &ri!t ' #>C1 4244 .72+ 0.4 3

#?TA"? ;a &ri!t ) #>C1 424+ 0 20. 3

#?TA"? ;a &ri!t ' #>C2 4244 .72+ 0.4 3

#?TA"? ;a &ri!t ) #>C2 424+ 0 20. 3



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&ri!t' &ri!t) &ri!t' 1000 &ri!t) 1000

1421 1.4100

14*+ 1.400

1+7/ 1.7240

13/3 2.++0


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1+*/ 1.4//0

1441 1.+120

1+7 1.*270

137* 2.470


14/26

&ri!t' &ri!t) &ri!t' 1000 &ri!t) 1000

1+++ 1.*030

1437 1.+700

1+1 1./40

2727 2.7+20

1+30 1.***0

141/ 1.4140

1*/ 2.040

270+ 2.*3+0

1+17 1./340

1411 1.4340

17+ 2.1040

13* 2.*720

1+1+ 1./30

1414 1.420


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2/3 2.1220


16/26

&ri!t' &ri!t) &ri!t' 1000 &ri!t) 1000

13+1 2.*+00

1+2+ 1./040

143 1.+7*0

17/ 2.0**0

272+ 2.7400

1++1 1.*1+0

1470 1./20

1+02 1.//30

2771 2.+/30

1401 1.44+0

1734 1.3+*0

1+4 1.*310

12* 2.3340


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14/+ 1.3/0

1*4+ 1.1+40

1433 1.+7/0

1+10 1./400


18/26

&ri!t' &ri!t) &ri!t' 1000 &ri!t) 1000

1/37 1.0470

1/// 0.*230

1*44 1.1++0

172/ 1.3720

0 0./*0

0 0.3+10

1/// 0.+3/0

1/// 0.+440


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st

Com$ro%ac&o' de Corta'te D&'am&co Vs Corta'te Estat&co8eglamento 8(0019 art. 4*9 >orcenta@e de masa : /0

;ode >eriod D' D) DZ #umD' #umD) #umDZ

1.000 0.*73 7.113 34.107 0.000 7.113 34.107 0.000

2.000 0.710 3*.702 20.+1/ 0.000 +.*14 +4.427 0.000

3.000 0.+17 21.77* 4.*4 0.000 47.+/3 43.72 0.000

.000 0.214 .3/ +.3+/ 0.000 71./2 4*.*31 0.000+.000 0.147 11.0/1 7.7/+ 0.000 *3.033 74.424 0.000

4.000 0.12+ 2./20 4.72+ 0.000 *+./+3 *3.3+1 0.000

7.000 0.103 1.+4 1.+4/ 0.000 *7.10 *./20 0.000

*.000 0.0*0 3.333 2.171 0.000 /0.73 *7.0/0 0.000

/.000 0.04+ 0.7+7 0.7+1 0.000 /1.+00 *7.*1 0.000

10.000 0.0+* 1.03 2.0+ 0.000 /2.+3 /0.24 0.000

11.000 0.0+3 1.+/ 1.4*/ 0.000 /.12* /1./3+ 0.000

12.000 0.04 0.3 0.+4/ 0.000 /.+71 /2.+0 0.000

13.000 0.00 1.442 0.021 0.000 /4.233 /2.+2 0.000

1.000 0.037 0.001 2.327 0.000 /4.23+ /.*+1 0.000

1+.000 0.03+ 0.27* 0.++0 0.000 /4.+13 /+.01 0.000

14.000 0.032 1.1** 0.0/7 0.000 /7.701 /+./* 0.000

17.000 0.02* 0.1/+ 0.0// 0.000 /7.*/4 /+.+/7 0.0001*.000 0.027 0.1+ 1.2+ 0.000 /*.0+0 /7.021 0.000

1/.000 0.024 0.471 0.3/+ 0.000 /*.720 /7.17 0.000

20.000 0.023 0.20+ 0.0/ 0.000 /*./24 /7.44 0.000

21.000 0.022 0.1 0.030 0.000 //.33/ /7./4 0.000

22.000 0.021 0.003 1.134 0.000 //.33 /*.433 0.000

23.000 0.01/ 0.1/1 0.014 0.000 //.+3 /*.4/ 0.000

2.000 0.01* 0.1+1 0.0+1 0.000 //.4*+ /*.700 0.000

2+.000 0.017 0.02+ 0.40 0.000 //.710 //.30 0.000

24.000 0.017 0.11* 0.0 0.000 //.*2* //.3* 0.000

27.000 0.01+ 0.0/ 0.004 0.000 //./22 //.3+3 0.000


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2*.000 0.01 0.003 0.32* 0.000 //./2+ //.4*1 0.000

2/.000 0.01 0.02* 0.01 0.000 //./+3 //.4/+ 0.000

30.000 0.012 0.000 0.17/ 0.000 //./+3 //.*7 0.000

31.000 0.010 0.000 0.07/ 0.000 //./+3 //./+3 0.000

32.000 0.00* 0.002 0.000 0.000 //./++ //./+3 0.000

33.000 0.007 0.012 0.000 0.000 //./47 //./+3 0.000

3.000 0.004 0.000 0.024 0.000 //./47 //./7/ 0.000

3+.000 0.003 0.01/ 0.00/ 0.000 //./*4 //./** 0.000

34.000 0.003 0.012 0.00/ 0.000 //.//* //.//7 0.000


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8' 8) 8Z #um8' #um8) #um8Z

+.*7 11.2+2 21.72 +.*7 11.2+2 21.72

31.*42 +*.01* 4.++0 *4.70/ 4/.270 2*.022

11.07* 2/.744 34.30+ /7.7** //.034 4.327

0.*1 0.201 7.33 /*.24/ //.237 71.4410.777 0.2* 0.0+/ //.04 //.44+ 71.720

0.407 0.111 /.474 //.4+3 //.777 *1.3/4

0.044 0.0+1 2.7/1 //.71/ //.*27 *.1*4

0.0*2 0.0// 0.1+2 //.*01 //./24 *.33*

0.013 0.007 2.33+ //.*1 //./33 *4.472

0.0*0 0.017 2./71 //.*/ //./+0 */.43

0.034 0.011 0.01/ //./30 //./41 */.442

0.007 0.00+ 2.0*7 //./37 //./44 /1.7/

0.000 0.014 0.*10 //./37 //./*2 /2.++*

0.030 0.000 1.202 //./47 //./*2 /3.740

0.00+ 0.001 1.+72 //./72 //./*3 /+.331

0.001 0.007 0.37 //./73 //.//0 /+.74/

0.001 0.001 1.2/4 //./73 //.//1 /7.04+0.012 0.001 0.7*/ //./*+ //.//2 /7.*+

0.003 0.003 0.107 //./** //.//+ /7./41

0.000 0.001 0./4 //./*/ //.//4 /*.+7

0.000 0.002 0.2*+ //./*/ //.//* /*.72

0.004 0.000 0.3+4 //.//+ //.//* //.0/*

0.000 0.001 0.12+ //.//+ //./// //.22

0.000 0.001 0.12/ //.//+ //./// //.3+3

0.003 0.000 0.127 //.//* //./// //.*0

0.000 0.000 0.0+1 //.//* 100.000 //.+31

0.000 0.000 0.013 //.//* 100.000 //.+


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0.001 0.000 0.030 //./// 100.000 //.+7

0.000 0.000 0.00 //./// 100.000 //.+77

0.001 0.000 0.100 100.000 100.000 //.477

0.000 0.000 0.012 100.000 100.000 //.4*/

0.000 0.000 0.013 100.000 100.000 //.702

0.000 0.000 0.00 100.000 100.000 //.70+

0.000 0.000 0.037 100.000 100.000 //.72

0.000 0.000 0.001 100.000 100.000 //.73

0.000 0.000 0.000 100.000 100.000 //.73


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Com$ro%ac&o' de Der&.a e' des$la0am&e'tos de e/tremos8eglamento 8(0019 art. 3*9 &espla- en etremo &espla- prom 1.0

#i 1.20 &espla- en etremo &espla- prom 1.09

#tor5 Item =oad >oint &esp ' &esp )

11;? "IV= suina #>C1 277 +4.+ 7/.14


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reducir 8d a un 4+

>rom ' >rom ) >orcen ' >orcen )

4./ 0.* 1.20++371 1./01/40*


25/26

#ection lementT5pe "um>ieces Total=ength TotalEeight "um#tuds

C140'40 Column +.00 1+.00 12./*

C1+0'+0 Column +4.00 17+.00 10+.13

C1++'++ Column 11.00 3+.00 2+.

C14+'4+ Column 7.00 23.00 23.3+

VIG2+'3+ Column 3*.00 12.00 24.07

VIG2+'3+ Beam 14+.00 *43.*+ 172.14 (VIG2+'+ Beam 1.00 *.43 2.1* (

VIG2+'+0 Beam 2.00 17.2+ .*7 (

VIG30'+0 Beam 10.00 *4.2+ 2*./ (

=?#1+ loor 124./7

=?#1+A loor *.70

;%2+ Eall 2//.*/

;%30 Eall *+.0*

;%3+ Eall +3./3

=?#F loor +7/.0

19/++.0/ *13.40

Aia ;arie 1924.00

?tro &iseno 29*4.71 1903.*

#ection lementT5pe "um>ieces Total=ength TotalEeight "um#tuds

C10'0 Column 10.00 30.00 11.+3

C1+0'+0 Column 2.00 4.00 3.41

C14+'4+ Column 10+.00 31+.00 31/.*1

VIG2+'3+ Beam 1+1.00 *04.3 1+7.7* (

VIG2+'0 Beam 1.00 *.43 1./2 (

VIG2+'+ Beam 1.00 *.43 2.14 (

VIG2+'+0 Beam 1.00 *.43 2.0 (

VIG30'+0 Beam 10.00 *4.2+ 2*.7+ (

=?#1+ loor 10.2+

=?#1+A loor 20.01

;%0 Eall 1924+.01

=?#F loor +4/.+0

29*4.71


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492+0.00 +90*+901*.73

492+0.00 797*79+00.00

492+0.00 49479722.4

modelo de viento.xlsx

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