ANTISISMICA

7/17/2019 ANTISISMICA

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SECCIONES B H

Columna 1 0.40 0.40

Columna 2 0.40 0.40

Columna 3 0.25 0.50

Placa 0.20 0.80

Viga 1 0.30 0.40

Viga 2 0.25 0.50

Viga 3 0.25 0.30

Viga de Cimentacion 0.30 0.90

Muro de Albañileria 0.25

E!eor loa 0.20

Altura libre "cara de cimentacion # $ondo de %iga& 5.00

E ' 2173706.51 ( ' 905711.04664

V ' 0.2 $ ' rectang) 1.2

$ ' en *+* 1

PO,-ICO + ./c ' 0gcm2

VI(A 1 3.80 ./m ' 0gcm2

VI(A 2 3.80 Em ' ./m

VI(A 3 3.80 (m ' )45Em

VI(A 4 3.80 Ec ' 0gcm2

VI(A 3.80

VI(A 6 4.00

VI(A 7 4.00VI(A 8 4.00

VI(A 9 4.00

VI(A 1 4.00

CO+:MNA 1 3.50

P+ACA 1 4.50 P+ACA 3 3.50

P+ACA 2 4.50 P+ACA 4 3.50

CO+:MNAS;

<imencione; B H

0.40 0.40

I=/' "B5H3&12 0.0021333

I=/+ ' 0.0006882

VI(AS;

<imencione; B H



0.30 0.40

I=/' "B5H3&12 0.0016000

I=/+ ' 0.0005000

P+ACAS;

<imencione; B H0.20 0.80

I=/' "B5H3&12 0.0085333333 ( '

E ' 2173706.51 A '

V ' 0.2 $ ' rectang)

> ' 12EI=/$A(+2 0.1918002

I=/e ' I=/"1?>& 0.0071600368

I=/+ ' 0.0023096893

M:,O <E A+BA@I+E,IA;

Seccion albañileria; Bm Hm

0.25 3.75

Im' "B5H3&12 1.0986328

Concreto ; Bc Hc0.50 0.25

Ig' "B5H3&12 0.0006510 Hm% ' Hm ? 2Hc 4.25

Are de concreto 0.1250 Am% ' Bm 5 Hm% 1.0625

Ic ' 2"Ig ? Ac2& 1.0013020833 +ong) Voladio 5.15

Ime'Im?"EcEm&5Ic 7.7956693016 $ muro 1

> 8.2991051211

,igide lateral de Voladio=c ' ""12"4?>&&5"Em5Ime+D3&0gm 18097676.222



210

65

32500

13000

217370.651

+

3.10

+



3.20

+3.10

905711.047

0.16

1.2

c2.00

ANTISISMICA

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