Armadura 2.xlsx

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Datos de barras para la armadura figura 1 Barra a b c d e

L

A

800 447.2135955 447.2135955

K´1,1

l

m

L^2

6.9032 1 0 6.9032 0.894427191 0.447213595 6.9032 -0.894427191 0.447213595

=

EA L

L^2 ml

1 0.8 0.8

lm m^2

2 X K´1,1 a 18120.9000

1.0000 0.0000

0.0000 = 0.0000

18120.90 0.00

32415.65137

0.8000 0.4000

0.4000 = 0.2000

25932.52 12966.26

32415.65137

0.8000 -0.4000

-0.4000 = 0.2000

25932.52 -12966.26

#DIV/0!

0.0000 0.0000

0.0000 = 0.0000

#DIV/0! #DIV/0!

#DIV/0!

0.0000 0.0000

0.0000 = 0.0000

#DIV/0! #DIV/0!

K´1,1 b

K´1,1 c

K´1,1 d

K´1,1 e

5 Sustituyendo las ecuaciones fuerza - desplazamiento en cada barra 6 Barra a

Barra b

P1a

0.00 0.00

p1b

5000 2500.00

p2a

0.00

p2b

-5000.00

0.00

-2500.00

barra c P1c

5000.00 -2500.00

p2c

-5000.00 2500.00

l

7 P=T´(p)

T´= T´= T´= T´= T´=

8 Barra A

m 1 0 0.894427191 0.447213595 -0.894427191 0.447213595

barra D

P1a

0

P1d

#VALUE!

P2a

0

P2d

#VALUE!

Barra B

barra E

P1b

5590.169944

P1e

#VALUE!

P2b

-5590.169944

p2e

#VALUE!

barra C

P1c

-5590.169944

p2c

5590.169944

E=

m^2

l*m 0 0.2 0.2

Radianes 0a 0.4 b -0.4 c d e

2100000 Grados desde el eje x positivo ó cateto opuesto/cateto Adyacente 0 0.5 -0.5

Grados

0 0 0.463647609 26.5650511771 2.6779450446 153.4349488229

Fuerza Y

Grados P´B

Cos Sen

0.00 0.00

5000 5000

3 Ecuacion fuerza desplazamiento d´xC d´yc d´xC -9.1886E-13 51865.04 0 -5000 0.00 12966.26 0 -25932.52 12966.26 0 12966.26 -6483.13 0 #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0!

12966.26 6483.13

-12966.26 6483.13

270 270

Radianes 4.7123889804 4.7123889804

d´yC -25932.52 12966.26 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

12966.26 -6483.13 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

4

#DIV/0! #DIV/0!

Fuerzas -9.1886E-13 0.00001928081 0.00000000000 -5000 0.00000000000 0.00007712324 0 #N/A #N/A 0 #N/A #N/A 0 #N/A #N/A

#DIV/0! #DIV/0!

Comprobación Sumatoria nodo A 5000 2500 Nodo C

Nodo B -5000 2500 Nodo A

inversa #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A

0 -5000

Fx Fy

0 0

e el eje x positivo ó o/cateto Adyacente

Fuerzas P´xB P´yB p´xC p´yC P´xD P´yD

-9.18861341E-13 -5000

d´xD

-9.188613E-13 -5000 0 0 0 0

d´yD #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#N/A #N/A #N/A #N/A #N/A

#DIV/0! d´xC #DIV/0! d´yC #DIV/0! d´xC #DIV/0! d´yC #DIV/0! d´xD #DIV/0! d´yD

Desplazamientos d´xB -1.771639E-17 d´yB -0.385616191 d´xC #N/A d´yC #N/A d´xD #N/A ningun 0 desplazamiento 0

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