Metodo de Kani

DATOS 2

RESULTADOS RIGIDEZ TRAMO TRAMO RELATIVA AB 0.250 DC BC 0.250 DE CD 0.250 CD EF 0.250 CF FG 0.250 CB GH 0.250 BC DE 0.250 BA CF 0.250 BG BG 0.250 ED EF MOMENTO FE TRAMO EMPOT MPOTRA RAMI MIEN ENTO TO FC DE 10.7 FG ED -10.7 GF CF 32.0 GB FC -32.0 GH BG 32.0 GB -32.0

tn/m

E

D

6

4

m

4

m

4

m

tn/m

F

C 6

tn/m

G

B

A

AB BA BC CB CD DC EF FE FG

H 8 1 2

I I

MOMENTOS FINALE -5.43 GF -10.86 GH -15.80 HG -15.32 DE -11.80 ED -8.77 CF 8.78 FC 11.81 BG 15.31 GB

m Columnas Vi as

4 4 4 COLUMNA VIGA 0 0 0 0 12 8 8 0 0 8 12 8 0 8

COLUMNA VIGA 0 0 0 0 12 ##### ##### 0.00 0 ##### 12 ##### 0 #####

4 4 8 8 12 12

MOMENTO 5.43 0.00 ##### 4. 4.00 15.80 4.00 ##### 8. 8.00 11.80 8.00 -8.77 12.00

0 ##### ##### 4 4 8 8 12 12

0 0

MOMENTO ##### 5.42 ##### 10.85 ##### 15.79 ##### 15.31 ##### 11.81 ##### 8.78

##### ##### ##### ##### ##### #####

VIGA1 -60 26.57 5.771 60.00 26.58 5.772 0 20 40

5.771 4.232 3.308

0.00 4.00 4.00 8.00 8.00 12.00

VIGA2 0 20 40 60 80

9.803716 8.246096 7.311524 7 7.311524

VERTICE 1299 1284

2269

3 7

11

60 80 100 120 vi a3 12.59

3 3.308 4.232 5.771

0 20 40 60 80 100 120

12.59 11.71 11.18 11 11.18 11.71 12.59

100 8.246096 120 9.803716 9.803715707

DISTRIBUCION

D COEFICIENTE DE GIRO -0.250 -0.250 -0.167 -0.167 -0.167 -0.167 -0.167 -0.167 -0.250 -0.250 -0.167 -0.167 -0.167 -0.167 -0.167 -0.167

10.7 -0.250

        0         5         2   .         0 -

-1.56 -2.17 -1.91 -1.91

   

C

3.07 1.83 1.90 1.92

        0         5         2   .         0     -

32.0 -0.167

S

        7         6         1   .         0     -

32.0 -4.45 -5.10 -4.91 -4.94

-32.0 5.57 5.00 4.94 4.94

        7         6         1   .         0     -

-5.43 -5.40 -5.49 -5.34

-0.167

32.0 -0.167 -5.34 -5.49 -5.40 -5.43

A

-1 -0.

4.94 4.94 5.00 5.57

-0.167

B

-1.56 -2.17 -1.91 -1.91

-10.7

-4.94 -4.91 -5.10 -4.45

-4.45 -5.10 -4.91 -4.94

15.79 10.85 5.42 8.80 -8.77 27.06 -27.06 26.57 -26.58

10.7

-0.

-3 -0.

5.42 5.42 5.43 5.31         7         6         1   .         0 -

32.0 -5.34 -5.49 -5.40 -5.43

-32.0 5.31 5.43 5.42 5.42

        7         6         1   .         0     -

-0.

-3 -0.

E .7 50 3.07 1.83 1.90 1.92

F 67

.0 67 5.57 5.00 4.94 4.94

G 67

.0 67 5.31 5.43 5.42 5.42

H

GRÁFICA DE MOMENTO

R  DATOS

TRAMO AB BC CD

100 KN

C

B

TRAMO 5

I

BC CB TRAMO

1 I

1

I 3 m

BA BC CB CD TRAMO BA CD

A

D 2 6 m

^

MOM AB BA BC CB CD DC

SULTADOS RIGIDEZ RELATIVA 0.333 0.833 0.333 MOMENTO EMPOTRAMIENTO 88.9 -44.4

DISTRIBUCION

B         7         5         3   .         0 -

88.9    

-0.143 -12.70 -16.80 -17.50 -17.60 -17.60

   

COEFICIENTE GIRO -0.143 -0.357 -0.357 -0.143 COEFICIENTE DESPLAZAMIENTO -0.75 -0.75

 

-0.75

   

NTOS FINALES -13.5 -31.1 31.2 -28.1 28.1 16.1

A

 

1.40 3.50 4.10 4.10

88.9 -31.70 -41.90 -43.80 -44.00 -43.90

C -44.4 27.20 30.30 30.20 30.10 30.10

        7         5         3   .         0     -

-44.4 -0.143 10.90 12.10 12.10 12.10 12.00

-0.75

 

1.40 3.50 4.10 4.10

D

grafica 0 0 0 6 6 6 vertice 2 1.2987

0 3 3 3 0 3 2

0.9 0 -2.0733 3 1.87333 4.12667 1.07333 7.07333

0 3

5.08 9.30453 4.87333 0 1 1 2 3 4 5 5.5 6

1.08 -1.23 -1.23 -2 -1.23 5.08 4.93 7.4325 10.32