Post on 01-Mar-2018
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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=