146033309-Calculo-de-Matriz-de-Rigidez-Lateral-12.xlsx

INGENIERIA ANTISISMICA MATRIZ DE RIGIDEZ DOCENTE: ING. HERNAN RI ALUMNO:

ARTURO PURI

6

H2 = 2.50 m 4

5

3

H1 = 2.50 m

1

2

L1 = 4.50 m

Δ1

6 4

5

3 1

2

Δ2

6 5

4

3 1

2

6 4

5

3 1

2

4

6 4

5

3 2

1

5

6

4

5

3 1

2

6

6 4

5

3 1

2

"11

"12

"13

"14

"21

"22

"23

"24

"31

"32

"33

"34

"41

"42

"43

"44

"51

"52

"53

"54

"61

"62

"63

"64

" ΔΔ ΔΔ =

4507.398 -2253.699

-2253.699 2253.699

" Δ Δ =

0.000 0.000 -1408.562 -1408.562

1408.562 1408.562 1408.562 1408.562

 I - CALCULO DE LATERAL CALDI PORRAS ZAGA AYAL ALA A

L1 = 4.50 m H1 = 2.50 m H2 = 2.50 m

H

!

COEFICIENTES COEFICIENTE S DE RIGIDEZ

!= H= $%& =

 = 1

4507.398 -2253.699 0.000 0.000 =

=

-1408.562 -1408.562

 = 1

-2253.6989116 2253.6989116 1408.5618197 1408.5618197 =

=

1408.5618197 1408.5618197

0 1408.5618197 5999.4299729 652.11195358 =

=

1173.8015164 0

 = 1

0 1408.5618197 652.11195358 5999.4299729 =

=

0 1173.8015164

 = 1

-1408.5618197 1408.5618197 1173.8015164 0 =

=

3651.82694 652.11195358

 = 1

-1408.5618197 1408.5618197 0 1173.8015164 =

=

652.11195358 3651.82694

O!TENEMOS LA MATRIZ DE LA ESTRU

"15

"16

450'.3()

"25

"26

-2253.6((

"35

"36

0.000 =

"45

"46

0.000

"55

"56

-140).562

"65

"66

-140).562

O!TENEMOS O!TENEMO S LA MA MATRIZ TRIZ DE

" Δ Δ =

0.000 1408.562

0.000 1408.562

"   =

"# =

353).)14 -1456.041

5999.430 652.112 1173.802 0.000

-1456.041 1000.23'

652.112 5999.430 0.000 1173.802

FACULTAD DE INGENIERIA INDUSTRIAL+ SISTEMAS E INFORMATICA

INSERTAR DATOS COLUMNA 1

COLUMNA 2

*IGA 3

COLUMNA 4

COLUMNA 5

0.30 m 0.30 m 210 !"#m2

0.30 m 0.30 m 210 !"#m2

0.30 m 0.30 m 210 !"#m2

0.30 m 0.30 m 210 !"#m2

0.30 m 0.30 m 210 !"#m2

ELEMENTO 1 - COLUM

1

$%# & E#1& H1& '& H& A#1 & I#1 & EI#1 &

210 !"#m2 2173706.5 2.50 0.30 0.30 0.09 0.000675 1467.2518956

H !

ELEMENTO 2 - COLUM

2

$%# & E#2& H1& '& H& A#2 & I#2 & EI#2 &

210 !"#m2 2173706.5 2.50 0.30 0.30 0.09 0.000675 1467.2518956

H !

4

$%# & E(3& L1& '& H& A(3 & I(3& EI(3 &

210 !"#m2 2173706.5 4.50 0.30 0.30 0.09 0.000675 1467.2518956

ELEMENTO 4 - COLUM

6

$%# & E#4& H2& '& H& A#4 & I#4& EI#4 &

210 !"#m2 2173706.5 2.50 0.30 0.30 0.09 0.000675 1467.2518956

H !

ELEMENTO 5 - COLUM

'

$%# & E#5& H2& '& H& A#5 & I#5 & EI#5&

210 !"#m2 2173706.5 2.50 0.30 0.30 0.09 0.000675 1467.2518956

H !

ELEMENTO 6 - *IGA

5

$%# & E(6& L1& '& H& A(6 & I(6& EI(6&

210 !"#m2 2173706.5 4.50 0.30 0.30 0.09 0.000675 1467.2518956

TURA

-2253.6((

0.000

0.000

-140).562

-140).562

2253.6((

140).562

140).562

140).562

140).562

140).562

5(((.430

652.112

11'3.)02

0.000

140).562

652.112

5(((.430

0.000

11'3.)02

140).562

11'3.)02

0.000

3651.)2'

652.112

140).562

0.000

11'3.)02

652.112

3651.)2'

RIGIDEZ RIGID EZ LA LATERAL TERAL "#

-1408.562 1408.562

-1408.562 1408.562

1173.802 0.000 3651.827 652.112

0.000 1173.802 652.112 3651.827

*IGA 6

0.30 m 0.30 m 210 !"#m2

A C1

)*"m2 m m m m2 m4 )*-m2

A C2

)*"m2 m m m m2 m4 )*-m2

H !

)*"m2 m m m m2 m4 )*-m2

A C4

)*"m2 m m m m2 m4 )*-m2

A C5

)*"m2 m m m m2 m4 )*-m2

 *6

H !

)*"m2 m m m m2 m4 )*-m2