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K 1

1 2 3 4 5 6 7 80 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 2

0 0 26250.0 0.0 0 0 26250.0 0.0 3

0 0 0.0 0.0 0 0 0.0 0.0 40 0 0 0 0 0 0 0 5

0 0 0 0 0 0 0 0 6

0 0 -26250.0 0.0 0 0 26250.0 0.0 7

0 0 0.0 0.0 0 0 0.0 0.0 8

EA MIEMBRO 01 ( k ) EA MIE

L 3 4 7 8 GDL L 5 6

26250.0 0.000 26250.0 0.000 3 21000.0 10500.0

315000 0.000 0.000 0.000 0.000 4 23479 10500.0 5250.0

12 -26250.0 0.000 26250.0 0.000

7 13.416 -23478.7 -10500.0

0.000 0.000 0.000 0.000 8 -10500.0 5250.0

FORMULA GENERAL ( RIGIDES DE LA ESTRUCTURA O/C MIEMBRO)

x x.y

K=x.y y

L (lo!"#$%) x x.y

x.y y

RE&'LDO

*+ *, + ,

x x.y *+/(AE) x.y y *,

x x.y +

x.y y ,

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1 2 3 4 5 6 7 8 GDL

47250.0 -10500.0 21000.0 10500.0 26250.0 0.0 0.0 0.0 1

-10500.0 31500.0 10500.0 5250.0 0.0 0.0 0.0 26250.0 2

-23478.7 10500.0 47250.0 -10500.0 0.0 0.0 26250.0 0.0 3

10500.0 5250.0 -10500.0 31500.0 0.0 26250.0 0.0 0.0 4

-26250.0 0.0 0.0 0.0 47250.0 10500.0 21000.0 -10500.0 5

0.0 0.0 0.0 26250.0 10500.0 31500.0 -10500.0 5250.0 60.0 0.0 -26250.0 0.0 -23478.7 -10500.0 47250.0 10500.0 7

0.0 26250.0 0.0 0.0 -10500.0 5250.0 10500.0 31500.0 8

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K 2

1 2 3 4 5 6 7 80 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 2

0 0 0.0 0.0 0 0 0.0 0.0 3

0 0 0.0 0.0 0 0 0.0 0.0 40 0 0 0 21000 10500 21000 -10500 5

0 0 0 0 10500 5250 -10500 5250 6

0 0 0.0 0.0 -23478.71 -10500 21000.0 10500.0 7

0 0 0.0 0.0 -10500 5250 10500.0 5250.0 8

BRO 02 ( k ) EA MIEMBRO 03 ( k )

7 8 GDL L 1 2 7 8 GDL

21000.0 -10500.0 5 0.0 0.0 0.0 0.0 1

-10500.0 5250.0 6 52500 0.0 26250.0 0.0 26250.0 2

21000.0 10500.0

7 6 0.0 0.0 0.0 0.0

710500.0 5250.0 8 0.0 26250.0 0.0 26250.0 8

,

6

6

0 12

12

L

x / ox / ( +-+)

65

65

1

2

4

37

8

6

5

1

43

6

2

5

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L

y / oy / ( ,-,)

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K 3

1 2 3 4 5 6 7 8 10 0 0 0 0 0 0 0 1 0

0 26250 0 0 0 0 0 26250 2 0

0 0 0.0 0.0 0 0 0.0 0.0 3 0

0 0 0.0 0.0 0 0 0.0 0.0 4 00 0 0 0 0 0 0 0 5 0

0 0 0 0 0 0 0 0 6 0

0 0 0.0 0.0 0 0 0.0 0.0 7 0

0 26250 0.0 0.0 0 0 0.0 26250.0 8 0

EA MIEMBRO 04 ( k ) EA MIEMBRO 05

L 3 4 5 6 GDL L 1 2 3

0.0 0.0 0.0 0.0 3 21000.0 -10500.0 21000.0

52500 0.0 26250.0 0.0 26250.0 4 23479 -10500.0 5250.0 10500.0

6 0.0 0.0 0.0 0.0

5 13.4164 -23478.7 10500.0 21000.0

0.0 26250.0 0.0 26250.0 6 10500.0 5250.0 -10500.0

6 R/

R/612

12 R/ 65

R/ 13.4164

+

CALCULOS DE ELEMENTOS DE CADA MIEMBRO

:LORE& ;o

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Lo!. 4

0 0.447 1 1 -0.447 0 Lo!. 5

Lo!. 6

,1 ,2 ,3 ,4 ,5 ,6

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K 4

2 3 4 5 6 7 8 10 0 0 0 0 0 0 1 21000

0 0 0 0 0 0 0 2 -10500

0 0.0 0.0 0 0 0.0 0.0 3 -23478.71

0 0.0 26250.0 0 26250 0.0 0.0 4 105000 0 0 0 0 0 0 5 0

0 0 26250 0 26250 0 0 6 0

0 0.0 0.0 0 0 0.0 0.0 7 0

0 0.0 0.0 0 0 0.0 0.0 8 0

k ) EA MIEMBRO 06( k )

4 GDL L 1 2 5 6 GDL

10500.0 1 26250.0 0.000 26250.0 0.000 1

5250.0 2 26250 0.000 0.000 0.000 0.000 2

-10500.0

3 12 -26250.0 0.000 26250.0 0.000

55250.0 4 0.000 0.000 0.0 0.000 6

! /

a

! / 6

12

26A3354C

=$l#%o k1 =$l#%o k2 =$l#%o

315000315000 ?M 23479 ?M 52500

lo!.?"=@o

"=@o

12.000

13.416

6.000

1

2

3

"=

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6.000

13.416

12.000

4

5

6

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K 5

2 3 4 5 6 7 8 1 2-10500 21000 10500 0 0 0 0 1 26250 0

5250 10500 5250 0 0 0 0 2 0 0

10500 21000.0 -10500.0 0 0 0.0 0.0 3 0 0

5250 -10500.0 5250.0 0 0 0.0 0.0 4 0 00 0 0 0 0 0 0 5 -26250 0

0 0 0 0 0 0 0 6 0 0

0 0.0 0.0 0 0 0.0 0.0 7 0 0

0 0.0 0.0 0 0 0.0 0.0 8 0 0

k3 =$l#%o k4 =$l#%o k5 =$l#%o k6

?M 52500 ?M 23479 ?M 26250 ?M

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K 6

3 4 5 6 7 80 0 26250 0 0 0 1

0 0 0 0 0 0 2

0.0 0.0 0 0 0.0 0.0 3

0.0 0.0 0 0 0.0 0.0 40 0 26250 0 0 0 5

0 0 0 0 0 0 6

0.0 0.0 0 0 0.0 0.0 7

0.0 0.0 0 0 0.0 0.0 8

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2633'54"026

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33'54"0

6326'6"0

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