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MATRICES DE COMPATIBILIDAD

D1 D2 D3 D4 D5 D6 D7

d1 0 0 0 0 0 0 0

d2 0 0 0 0 0 0 0

d3 0 0 0 0 0 0 0

d4 0 0 0 1 0 0 0

d5 1 0 0 0 0 0 0

d6 0 0 0 0 0 0 1

D1 D2 D3 D4 D5 D6 D7

d1 0 0 0 0 0 0 0

d2 0 0 0 0 0 0 0

d3 0 0 0 0 0 0 0

d4 0 0 0 0 1 0 0

d5 0 1 0 0 0 0 0

d6 0 0 0 0 0 0 0

D1 D2 D3 D4 D5 D6 D7

d1 0 0 0 0 0 0 0

d2 0 0 0 0 0 0 0

d3 0 0 0 0 0 0 0

d4 0 0 0 0 0 1 0

d5 0 0 1 0 0 0 0

d6 0 0 0 0 0 0 0

D1 D2 D3 D4 D5 D6 D7

A1=

A2=

A3=

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d1 0 0 0 1 0 0 0

d2 1 0 0 0 0 0 0

d3 0 0 0 0 0 0 1

d4 0 0 0 0 1 0 0

d5 0 1 0 0 0 0 0

d6 0 0 0 0 0 0 0

D1 D2 D3 D4 D5 D6 D7

d1 0 0 0 0 1 0 0

d2 0 1 0 0 0 0 0

d3 0 0 0 0 0 0 0

d4 0 0 0 0 0 1 0

d5 0 0 1 0 0 0 0

d6 0 0 0 0 0 0 0

D1 D2 D3 D4 D5 D6

d1 0 0 0 0 0 0

d2 0 0 0 0 0 0

d3 0 0 0 0 0 0

d4 0 0 0 0 1 0

d5 0 0 0 1 0 0

d6 0 0 0 0 0 1

D1 D2 D3 D4 D5 D6

d1 0 1 0 0 0 0

A4=

A5=

A2=

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d2 1 0 0 0 0 0

d3 0 0 1 0 0 0

d4 0 0 0 0 1 0

d5 0 0 0 1 0 0

d6 0 0 0 0 0 1

A3=

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MATRIZ DE RIGIDEZ DE LOS ELEMENTOS

f'c= 210 kg/cm2

D8 D9 Ec= 2188197.88867461 TON/M2

0 0 f= 1.2 = 0.2

0 0 EIc= 47,265.07

0 0 b= 0.15

0 0 h= 1.2

0 0 = 3.175

0 0 g= 0.20570 != 0.4114031

D8 D9

0 0 f'c= 210 kg/cm2

0 0 Ec= 2188197.88867461 TON/M2

0 0 b 0.3 m A= 0.15 m2

0 0 h 0.5 m = 4 m

0 0 I 0.0031250 m4

1 0 EI= 6838.1184021081 "#$%m2

D8 D9

0 0 f'c= 210 kg/cm2

0 0 Ec= 2173706.51192842 TON/M2

0 0 b 0.3 m A= 0.15 m2

0 0 h 0.5 m = 4 m

0 0 I 0.0031250 m4

0 1 EI= 6792.8328497763 "#$%m2

D8 D9 f'c= 210 kg/cm2

&1=

&2=

&3=

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0 0 Ec= 2173706.51192842 TON/M2

0 0 b= 0.25 h= 0.35

0 0 I= 0.001 M

0 0 EI= 1,941.62 TON%M2

0 0 = 4 M

1 0 = 0 b= 0

D8 D9

0 0 f'c= 210 kg/cm2

0 0 Ec= 2173706.51192842 TON/M2

1 0 b 0.3 m A= 0.15 m2

0 0 h 0.5 m = 4 m

0 0 I 0.0031250 m4

0 1 EI= 6792.8328497763 "#$%m2

f'c= 210 kg/cm2

Ec= 2173706.51192842 TON/M2

D= 0.6 m A= 0.2827 m2

(= 0.3 m = 4 m

I 0.0063617 m4

EI= 13828.5233280926 "#$%m2

f'c= 210 kg/cm2

&4=

&5=

&2=

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Ec= 2173706.51192842 TON/M2

b 0.25 m A= 0.15 m2

h 0.6 m = 6 m

I 0.0045000 m4

EI= 9781.6793036779 "#$%m2

RIGI

&3=

GLOBAL

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47,549.83 0.00 0.00 %47,549.83 0.00 0.00

0.00 364.05 728.11 0.00 %364.05 728.11

0.00 728.11 1,941.62 0.00 %728.11 970.81

%47,549.83 0.00 0.00 47,549.83 0.00 0.00

0.00 %364.05 %728.11 0.00 364.05 %728.11

0.00 728.11 970.81 0.00 %728.11 1,941.62

81,513.99 0.00 0.00 %81,513.99 0.00 0.00

0.00 1,273.66 2,547.31 0.00 %1,273.66 2,547.31

0.00 2,547.31 6,792.83 0.00 %2,547.31 3,396.42

%81,513.99 0.00 0.00 81,513.99 0.00 0.00

0.00 %1,273.66 %2,547.31 0.00 1,273.66 %2,547.31

0.00 2,547.31 3,396.42 0.00 %2,547.31 6,792.83

153,650.26 0.00 0.00 %153,650.26 0.00 0.00

0.00 2,592.85 5,185.70 0.00 %2,592.85 5,185.70

0.00 5,185.70 13,828.52 0.00 %5,185.70 6,914.26

%153,650.26 0.00 0.00 153,650.26 0.00 0.00

0.00 %2,592.85 %5,185.70 0.00 2,592.85 %5,185.70

0.00 5,185.70 6,914.26 0.00 %5,185.70 13,828.52

54,342.66 0.00 0.00 %54,342.66 0.00 0.00

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0.00 543.43 1,630.28 0.00 %543.43 1,630.28

0.00 1,630.28 6,521.12 0.00 %1,630.28 3,260.56

%54,342.66 0.00 0.00 54,342.66 0.00 0.00

0.00 %543.43 %1,630.28 0.00 543.43 %1,630.28

0.00 1,630.28 3,260.56 0.00 %1,630.28 6,521.12

EZ GLOBALD1 D2 D3 D4 D5 D6

124,598.74 0.00 1,630.28 543.43 0.00 1,630.28

0.00 54,342.66 0.00 0.00 !!! 0.00

1,630.28 0.00 6,521.12 1,630.28 0.00 3,260.56

543.43 0.00 1,630.28 166,749.34 0.00 1,630.28

0.00 !!! 0.00 0.00 56,935.51 5,185.70

1,630.28 0.00 3,260.56 1,630.28 5,185.70 20,349.64

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MATRIZ DE COSENOS DIRECTORES

90 ) 0.00

1.5708 *ADIANE+ %1.00

0.00

0.00

0.00

0.00

90 ) 0.00

1.5708 *ADIANE+ %1.00

0.00

0.00

0.00

0.00

90 ) 0.00

1.5708 *ADIANE+ %1.00

0.00

0.00

0.00

0.00

=

1=

=

2=

=

3=

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0 ) 1.00

0 *ADIANE+ 0.00

0.00

0.00

0.00

0.00

0 ) 1.00

0 *ADIANE+ 0.00

0.00

0.00

0.00

0.00

90 ) 0.00

1.5708 *ADIANE+ %1.00

0.00

0.00

0.00

0.00

0 ) 1.00

=

4=

=

5=

=

2=

=

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0 *ADIANE+ 0.00

0.00

0.00

0.00

0.00

"ECTOR DE CARGAS GLOBALES

D1 #1= 49.44 TON

D2 #2= 0.00 TON

D3 #3= 54.00 TONM

D4 #4= 54.00 TON

D5 #5= 0.00 TON

D6 #6= 54.00 TONM

"ECTOR DE DESPLAZAMIENTOS GLOBD1= !!! M

D2= !!! M

D3= !!! RAD

D4= !!! M

D5= !!! M

D6= 0.0097025 RAD

3=

#GLOBAL=

DGLOBAL=

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1.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 1.00 0.00 0.00 0.00

0.00 0.00 0.00 1.00 0.00

0.00 0.00 %1.00 0.00 0.00

0.00 0.00 0.00 0.00 1.00

1.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 1.00 0.00 0.00 0.00

0.00 0.00 0.00 1.00 0.00

0.00 0.00 %1.00 0.00 0.00

0.00 0.00 0.00 0.00 1.00

1.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 1.00 0.00 0.00 0.00

0.00 0.00 0.00 1.00 0.00

0.00 0.00 %1.00 0.00 0.00

0.00 0.00 0.00 0.00 1.00

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1.00 0.00 0.00 0.00 0.00

0.00 1.00 0.00 0.00 0.00

0.00 0.00 1.00 0.00 0.00

0.00 0.00 0.00 1.00 0.00

0.00 0.00 0.00 0.00 1.00

LES

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124,055.31 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 12,555.65 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 153,650.26 0.00

0.00 0.00 0.00 0.00 2,592.85

0.00 0.00 0.00 0.00 5,185.70

543.43 0.00 1,630.28 %543.43 0.00

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0.00 54,342.66 0.00 0.00 %54,342.66

1,630.28 0.00 6,521.12 %1,630.28 0.00

%543.43 0.00 %1,630.28 543.43 0.00

0.00 %54,342.66 0.00 0.00 54,342.66

1,630.28 0.00 3,260.56 %1,630.28 0.00

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"ECTOR DE CARGAS E#$I"ALENTES

0.00 -1= 10.64 "#$

0.00 -2= 0 "#$

0.00 -3= %6.08 "#$%m

0.00 -4= 4.56 "#$

0.00 -5= 0 "#$

0.00 -6= 4.05 "#$%m

%&%'() 1=

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0.00 -1= 0 "#$

0.00 -2= 0 "#$

0.00 -3= 0 "#$%m

0.00 -4= 0 "#$

5,185.70 -5= 0 "#$

13,828.52 -6= 0 "#$%m

1,630.28 -1= 0 "#$

%&%'() 2=

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0.00 -2= %54 "#$

3,260.56 -3= %54 "#$%m

%1,630.28 -4= 0 "#$

0.00 -5= %54 "#$

6,521.12 -6= 54 "#$%m

%&%'() 3=

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CARGAS EN CADA ELEMENTO

4.56 %0.0003535 43.849553

0.00 %0.0194049 %4.50162713

0.00 %0.0131333 %7.14633307

0.00 %0.0003585 %43.849553

0.00 %0.0194049 4.50162713

0.00 0.0097025 %7.14633307

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0.00 %0.0003535 55.0888199

0.00 %0.0194049 %1.421E%014

0.00 %0.0131333 %33.5426822

0.00 %0.0003585 %55.0888199

0.00 %0.0194049 1.4211E%014

0.00 0.0097025 33.5426822

%54.00 %0.0003535 0

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0.00 %0.0194049 %5.59044703

%54.00 %0.0131333 %54

%54.00 %0.0003585 0

0.00 %0.0194049 5.59044703

54.00 0.0097025 20.4573178

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-1= 33.21 "#$ MOMENTO

-2= %4.50 "#$ O*TANTE

-3= %1.07 "#$%m AIA

-4= %48.41 "#$

-5= 4.50 "#$

-6= %11.20 "#$%m

%1=

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-1= 55.09 "#$

-2= 0.00 "#$

-3= %33.54 "#$%m

-4= %55.09 "#$

-5= 0.00 "#$

-6= 33.54 "#$%m

-1= 0.00 "#$

%2=

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-2= 48.41 "#$

-3= 0.00 "#$%m

-4= 0.00 "#$

-5= 59.59 "#$

-6= %33.54 "#$%m

%3=