5
Elemento 1 5 6 3 0 X Y X 4 1/4 0 - 1/4 0 0 0 0 0 - 1/4 0 1/4 1 0 0 0 0 E 1 A 1 L 4 Elemento 2 5 6 1 0 X Y X 0 0 0 0 0 0 1/3 0 3 0 0 0 0 0 - 1/3 0 1 E 1 A 1 L 3 Elemento 3 1 2 3 0 X Y X 4 16/125 - 12/125 - 16/125 3 - 12/125 9/125 12/125 0 - 16/125 12/125 16/125 4/5 12/125 - 9/125 - 12/125 - 3/5 E 1 A 1 L 5 X1 X2 Y1 Y2 K1= Cosθx Cosθy X1 X2 Y1 Y2 K2= Cosθx Cosθy X1 X2 Y1 K3= Y2 Cosθx Cosθy

Analisis

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Matriz de riguideces

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Page 1: Analisis

Elemento 1 5 6 3 4

0 X Y X Y

4 1/4 0 - 1/4 0

0 0 0 0 0

0 - 1/4 0 1/4 0

1 0 0 0 0

0

E 1

A 1

L 4

Elemento 2 5 6 1 2

0 X Y X Y

0 0 0 0 0

0 0 1/3 0 - 1/3

3 0 0 0 0

0 0 - 1/3 0 1/3

1

E 1

A 1

L 3

Elemento 3 1 2 3 4

0 X Y X Y

4 16/125 - 12/125 - 16/125 12/125

3 - 12/125 9/125 12/125 - 9/125

0 - 16/125 12/125 16/125 - 12/125

4/5 12/125 - 9/125 - 12/125 9/125

- 3/5

E 1

A 1

L 5

X1

X2

Y1

Y2 K1=

Cosθx

Cosθy

X1

X2

Y1

Y2 K2=

Cosθx

Cosθy

X1

X2

Y1 K3=

Y2

Cosθx

Cosθy

Page 2: Analisis

Emsamble1 2 3 4

5 16/125 - 12/125 - 16/1256

K=EA- 12/125 152/375 12/125

3 - 16/125 12/125 189/5004 12/125 - 9/125 - 12/125

0 0 - 1/4 0 - 1/3 0

1/EA13 1/2 2 1/4 4 2 1/4 3 0

5 4 0 4 6

1

2

EA

12/125 - 9/125 - 12/1250 0 - 1/4 0 - 1/3 0

1

2

3

4

Ext. 1

Ext. 2

K11

δ1

δ2

Ext. 1δ3

Ext. 2K22

R1

R2

R3

Ext. 1

Ext. 2

Page 3: Analisis

5 6123456

F

5

= 1/EA67.5

0 11.25

0 20

δ

1/EA

67.5

=

3.75

11.25 -5

20 -3.75

Page 4: Analisis

Elemento 1

0

0 10 11 120 X Y θ

400 0.0000001875 0.0000001875 -0.00003750 0 3.125 01 -0.0000375 0 0.01

25 0.0000001875 -3.125 0.000037550 -3.125 -3.125 0

E 1 -0.0000375 0 0.0051250

L 400

I 1

Elemento 2

0

0 1 2 30 X Y θ

600 5.5555556E-08 5.555556E-08 -1.666667E-050 0 4.0833333333 01 -1.666667E-05 0 0.0066666667

35 5.5555556E-08 -4.083333333 1.6666667E-0570 -4.0833333333 -4.083333333 0

E 1 -1.666667E-05 0 0.00333333332450

L 600

I 1

Elemento 3

0

0 4 5 60 X Y θ

600 1.3416407E-07 1.341641E-07 -3E-050 0 5.4783664897 01 -3E-05 0 0.0089442718

35 1.3416407E-07 -5.47836649 3E-0570 -5.4783664897 -5.47836649 0

E 1 -3E-05 0 0.00447213592450

L 447.2136

I 1

X1

X2

Y1

Y2

Cosθx

Cosθy

b(cm)

h(cm)

A(cm2

)

X1

X2

Y1

Y2

Cosθx

Cosθy

b(cm)

h(cm)

A(cm2

)

X1

X2

Y1

Y2

Cosθx

Cosθy

b(cm)

h(cm)

A(cm2

)

Page 5: Analisis

1 2 3X Y θ

0.0000001875 -3.125 -0.0000375 X 10-3.125 -3.125 0 Y 11

-0.0000375 0 0.005 θ 120.0000001875 3.125 0.0000375 X 1

0 3.125 0 Y 20.0000375 0 0.01 θ 3

4 5 6X Y θ

5.5555556E-08 -4.083333333 -1.666667E-05 X 1-4.0833333333 -4.083333333 0 Y 2-1.666667E-05 0 0.0033333333 θ 35.5555556E-08 4.0833333333 1.6666667E-05 X 4

0 4.0833333333 0 Y 51.6666667E-05 0 0.0066666667 θ 6

7 8 9X Y θ

1.3416407E-07 -5.47836649 -3E-05 X 4-5.4783664897 -5.47836649 0 Y 5

-3E-05 0 0.0044721359 θ 61.3416407E-07 5.4783664897 3E-05 X 7

0 5.4783664897 0 Y 83E-05 0 0.0089442718 θ 9