Analisis Estatico Pseudo_tridimencional _vivienda de 2 Pisos
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DONDE: h=peralte de la losa L=long. Mas critica o promedio( entre ejes de columna). L/1 = Material de p!sima calid ad" mano de o#r a no cali$c L/ = material de #uena calidad" mano de o#ra cali$cada D*+O, L1= -. m h= . 0= . L= . m D*+O, Lu Li#re= -. m o + ri#utario= . m 2E3*L+E 4*,E (h/) 4*,E (h/5) h=h/1 . . .55 h=h/1 .- .5 . D*+O, *,6M7DO, h= .- cm #= .5 cm - cm 5 cm D*+O, Lu Li#re= . m o + ri#utario= . m 2E3*L+E 4*,E (h/) 4*,E (h/5) h=h/1 .55 .18 . h=h/1 . . .8 23ED7MEN,7ON*M7EN+O DE LO,* *L79E3*D* 23ED7MEN,7ON*M7EN+O DE ;79*
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Analisis Estatico Pseudo_tridimencional _vivienda de 2 Pisos
Transcript of Analisis Estatico Pseudo_tridimencional _vivienda de 2 Pisos
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DONDE:h=peralte de la losaL=long. Mas critica o promedio(entre ejes de columna).L/18 = Material de psima calidad, mano de obra no calificada y equipos y herramientas convencionales.L/25 = material de buena calidad, mano de obra calificada y equipos y herramientas adecuados.
DATOSL1= 6.00 m h= 0.24 H= 0.25L2= 4.00 m
DATOSLuz Libre= 6.00 m
o Tributario= 2.00 mPERALTE BASE (h/2) BASE (2h/3)
h=h/12 0.5 0.25 0.33h=h/10 0.6 0.3 0.4
DATOS ASUMIDOSh= 0.6 cmb= 0.3 cm
60 cm
30 cm
DATOSLuz Libre= 4.00 m
o Tributario= 2.00 mPERALTE BASE (h/2) BASE (2h/3)
h=h/12 0.33 0.17 0.22h=h/10 0.4 0.2 0.27
PREDIMENSIONAMIENTO DE LOSA ALIGERADA
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PREDIMENSIONAMIENTO DE VIGA
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DATOS ASUMIDOSh= 0.4 cmb= 0.3 cm
40 cm
30 cm
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Tabla para predimensionamiento de ColumnasEdificios categora A (ver E030)Edificios categora B (ver E030)Edificios categora C (ver E030)
Nmero de Pisos de la EdificacinResistencia a la compresin del concreto (f'c)Tipo de edificioAncho tributario X-XAncho tributario Y-YP(servicio) = P . A . NTipo de columnarea de columnaTipo de ColumnaColumna CuadradaColumna RectangularColumna LSeccin cuadrada
AlasColumna T
Tabla para predimensionamiento de ColumnasEdificios categora A (ver E030)Edificios categora B (ver E030)Edificios categora C (ver E030)
Nmero de Pisos de la EdificacinResistencia a la compresin del concreto (f'c)Tipo de edificioAncho tributario X-XAncho tributario Y-YP(servicio) = P . A . NTipo de columnarea de columnaTipo de ColumnaColumna CuadradaColumna RectangularColumna LSeccin cuadrada
AlasColumna T
PREDIMENSIONAMIENTO DE COLUMNA - ESQUINA
PREDIMENSIONAMIENTO DE COLUMNA - EXCENTRICA
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Tabla para predimensionamiento de ColumnasEdificios categora A (ver E030)Edificios categora B (ver E030)Edificios categora C (ver E030)
Nmero de Pisos de la EdificacinResistencia a la compresin del concreto (f'c)Tipo de edificioAncho tributario X-XAncho tributario Y-YP(servicio) = P . A . NTipo de columnarea de columnaTipo de ColumnaColumna CuadradaColumna RectangularColumna LSeccin cuadrada
AlasColumna T
PREDIMENSIONAMIENTO DE COLUMNA - CENTRADA
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L/18 = Material de psima calidad, mano de obra no calificada y equipos y herramientas convencionales.L/25 = material de buena calidad, mano de obra calificada y equipos y herramientas adecuados.
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P= 1500kg/m2 P= 1250kg/m2 P= 1000kg/m2
2 Pisos210.00 kg/cm2 Columnas CentradasC300.00 cm200.00 cm12,000.00 kg Columnas Excentricas y esquinadas Esquinada 163.27 cm2Base Peralte40.00 cm 40.00 cm rea= 1600.00 cm230.00 cm 50.00 cm rea= 1500.00 cm2
b h25.00 cm 25.00 cm20.00 cm 20.00 cm rea= 1625.00 cm2 b h t
P= 1500kg/m2 P= 1250kg/m2 P= 1000kg/m2
2 Pisos210.00 kg/cm2 Columnas CentradasC600.00 cm200.00 cm24,000.00 kg Columnas Excentricas y esquinadas Excentrica 326.53 cm2Base Peralte40.00 cm 40.00 cm rea= 1600.00 cm230.00 cm 50.00 cm rea= 1500.00 cm2
b h25.00 cm 25.00 cm20.00 cm 20.00 cm rea= 1625.00 cm2 b h t
PREDIMENSIONAMIENTO DE COLUMNA - ESQUINA
PREDIMENSIONAMIENTO DE COLUMNA - EXCENTRICA
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25.00 cm 25.00 cm 25.00 cm15.00 cm 15.00 cm 15.00 cm rea= 1750.00 cm2
P= 1500kg/m2 P= 1250kg/m2 P= 1000kg/m2
2 Pisos210.00 kg/cm2 Columnas CentradasC600.00 cm400.00 cm48,000.00 kg Columnas Excentricas y esquinadas Centrada 507.94 cm2Base Peralte40.00 cm 40.00 cm rea= 1600.00 cm230.00 cm 50.00 cm rea= 1500.00 cm2
b h25.00 cm 25.00 cm20.00 cm 20.00 cm rea= 1625.00 cm2 b h t25.00 cm 25.00 cm 25.00 cm15.00 cm 15.00 cm 15.00 cm rea= 1750.00 cm2
PREDIMENSIONAMIENTO DE COLUMNA - CENTRADA
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METRADO DE CARGAS MUERTAS PRIMER NIVEL
DATOSALT. 1er nivel= 4.425 m
METRADO DE VIGAS
DESCRIPCION ELEMENTODIMENCIONES P.E.B H LONG.
m m m Tn/m3 Tn/meje A entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje B entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje C entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje D entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje A entre 2 y 3 VP 0.3 0.6 5.40 2.4 0.432eje B entre 2 y 3 VP 0.3 0.6 5.40 2.4 0.432eje C entre 2 y 3 VP 0.3 0.6 5.55 2.4 0.432eje D entre 2 y 3 VP 0.3 0.6 5.55 2.4 0.432eje B entre 3 y 4 VP 0.3 0.6 5.55 2.4 0.432eje C entre 3 y 4 VP 0.3 0.6 5.55 2.4 0.432eje D entre 3 y 4 VP 0.3 0.6 5.70 2.4 0.432eje 1 entre A y B VS 0.3 0.5 3.40 2.4 0.360eje 1 entre B y C VS 0.3 0.5 3.40 2.4 0.360eje 1 entre C y D VS 0.3 0.5 3.40 2.4 0.360eje 2 entre A y B VS 0.3 0.5 3.70 2.4 0.360eje 2 entre B y C VS 0.3 0.5 3.70 2.4 0.360eje 2 entre C y D VS 0.3 0.5 3.70 2.4 0.360eje 3 entre A y B VS 0.3 0.5 3.70 2.4 0.360eje 3 entre B y C VS 0.3 0.5 3.55 2.4 0.360eje 3 entre C y D VS 0.3 0.5 3.40 2.4 0.360eje 4 entre A y B VS 0.3 0.5 3.40 2.4 0.360
PESO DE ELEM.
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eje 4 entre B y C VS 0.3 0.5 3.40 2.4 0.3608.712
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METRADO DE LOSA ALIGERADA
DIMENCIONES PESO AREA PESO CENTROIDESh Largo Ancho t/m2 Xm m m m2 Tn m
A1 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A2 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A3 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A4 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A5 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A6 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A7 0.25 5.7 3.7 0.35 21.09 7.3815 15.00A8 0.25 5.7 3.7 0.35 21.09 7.3815 15.00
168.72 59.052 8.250METRADO DE COLUMNA
ELEMENTO DESCRIPCIONDIMENCIONES P.E.B H Long.
m m m Tn/m3 Tn/mC-1 eje 1,A 0.3 0.6 4.425 2.4 0.432C-1 eje 1,B 0.3 0.6 4.425 2.4 0.432C-1 eje 1,C 0.3 0.6 4.425 2.4 0.432C-1 eje 1,C 0.3 0.6 4.425 2.4 0.432C-1 eje 2,A 0.3 0.6 4.425 2.4 0.432C-1 eje 2,B 0.3 0.6 4.425 2.4 0.432C-1 eje 2,C 0.3 0.6 4.425 2.4 0.432C-1 eje 2,C 0.3 0.6 4.425 2.4 0.432C-1 eje 3,A 0.3 0.6 4.425 2.4 0.432C-1 eje 3,B 0.3 0.6 4.425 2.4 0.432C-1 eje 3,C 0.3 0.6 4.425 2.4 0.432C-1 eje 3,C 0.3 0.6 4.425 2.4 0.432
LOSA ALIGERADA
PESO DE ELEM.
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C-1 eje 4,A 0.3 0.6 4.425 2.4 0.432C-1 eje 4,B 0.3 0.6 4.425 2.4 0.432C-1 eje 4,C 0.3 0.6 4.425 2.4 0.432
0.432
METRADO DE SOBRECARGAS/C= 200 Kg/m2C.V.= 9.6 Tn
CM= 127.985 TnCV= 9.600 Tn
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AMPLIFICACION DE LA CARGA
PESO SISMICO P=100%CM+25%CV137.585 Tn
METRADO DE CARGAS MUERTAS SEGUNDO NIVEL
DATOSALT. 2er nivel= 3.30 m
METRADO DE VIGAS
DESCRIPCION ELEMENTODIMENCIONES P.E.B H LONG.
m m m Tn/m3 Tn/meje A entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje B entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje C entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje D entre 1 y 2 VP 0.3 0.6 5.55 2.4 0.432eje A entre 2 y 3 VP 0.3 0.6 5.40 2.4 0.432eje B entre 2 y 3 VP 0.3 0.6 5.40 2.4 0.432eje C entre 2 y 3 VP 0.3 0.6 5.55 2.4 0.432eje D entre 2 y 3 VP 0.3 0.6 5.55 2.4 0.432eje B entre 3 y 4 VP 0.3 0.6 5.55 2.4 0.432eje C entre 3 y 4 VP 0.3 0.6 5.55 2.4 0.432eje D entre 3 y 4 VP 0.3 0.6 5.70 2.4 0.432eje 1 entre A y B VS 0.3 0.5 3.40 2.4 0.360eje 1 entre B y C VS 0.3 0.5 3.40 2.4 0.360eje 1 entre C y D VS 0.3 0.5 3.40 2.4 0.360
PESO DE ELEM.
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eje 2 entre A y B VS 0.3 0.5 3.70 2.4 0.360eje 2 entre B y C VS 0.3 0.5 3.70 2.4 0.360eje 2 entre C y D VS 0.3 0.5 3.70 2.4 0.360eje 3 entre A y B VS 0.3 0.5 3.70 2.4 0.360eje 3 entre B y C VS 0.3 0.5 3.55 2.4 0.360eje 3 entre C y D VS 0.3 0.5 3.40 2.4 0.360eje 4 entre A y B VS 0.3 0.5 3.40 2.4 0.360eje 4 entre B y C VS 0.3 0.5 3.40 2.4 0.360
8.712
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METRADO DE LOSA ALIGERADA
DIMENCIONES PESO AREA PESO CENTROIDESh Largo Ancho Xm m m t/m2 m2 Tn m
A1 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A2 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A3 0.25 5.7 3.7 0.35 21.09 7.3815 3.00A4 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A5 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A6 0.25 5.7 3.7 0.35 21.09 7.3815 9.00A7 0.25 5.7 3.7 0.35 21.09 7.3815 15.00A8 0.25 5.7 3.7 0.35 21.09 7.3815 15.00
168.72 59.052 8.250METRADO DE COLUMNA
ELEMENTO DESCRIPCIONDIMENCIONES P.E.B H Altura
m m m Tn/m3 Tn/mC-1 eje 1,A 0.3 0.6 3.30 2.4 0.432C-1 eje 1,B 0.3 0.6 3.30 2.4 0.432C-1 eje 1,C 0.3 0.6 3.30 2.4 0.432C-1 eje 1,C 0.3 0.6 3.30 2.4 0.432C-1 eje 2,A 0.3 0.6 3.30 2.4 0.432C-1 eje 2,B 0.3 0.6 3.30 2.4 0.432C-1 eje 2,C 0.3 0.6 3.30 2.4 0.432C-1 eje 2,C 0.3 0.6 3.30 2.4 0.432C-1 eje 3,A 0.3 0.6 3.30 2.4 0.432C-1 eje 3,B 0.3 0.6 3.30 2.4 0.432C-1 eje 3,C 0.3 0.6 3.30 2.4 0.432
LOSA ALIGERADA
PESO DE ELEM.
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C-1 eje 3,C 0.3 0.6 3.30 2.4 0.432C-1 eje 4,A 0.3 0.6 3.30 2.4 0.432C-1 eje 4,B 0.3 0.6 3.30 2.4 0.432C-1 eje 4,C 0.3 0.6 3.30 2.4 0.432
0.432
METRADO DE SOBRECARGA
S/C= 100 Kg/m2 CUADRO DE RESUMENC.V.= 4.8 Tn NIVEL
PESO DE EDIFICIOCM= 120.695 Tn PESO EN "X"CV= 4.800 Tn PESO EN "Y"
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AMPLIFICACION DE LA CARGA
PESO SISMICO P=100%CM+25%CV
125.495 Tn CENTRO DE MASANIVEL
PESO SISMICO TOTAL263.080 tn
DETERMINACION DEL ri DE CADA PORTICO EN SUS DIFERENTES NIVELES
PRIMER NIVELXg (m) = 8.320Yg (m) = 5.531
PORTICO Xi (m) Yi (m) Alfa (i) Xi-Xg Yi-Yg Cos (Alfa (i)) Sen (Alfa (i))eje A-A 0 0 0 -8.320 -5.531 1.00 0.00eje B-B 0 4 0 -8.320 -1.531 1.00 0.00eje C-C 0 8 0 -8.320 2.469 1.00 0.00eje D-D 0 12 0 -8.320 6.469 1.00 0.00eje 1-1 0 0 90 -8.320 -5.531 0.00 1.00eje 2-2 6 0 90 -2.320 -5.531 0.00 1.00eje 3-3 12 0 90 3.680 -5.531 0.00 1.00eje 4-4 18 0 90 9.680 -5.531 0.00 1.00
SEGUNDO NIVELXg (m) = 8.315Yg (m) = 5.527
1ER2DO
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PORTICO Xi (m) Yi (m) Alfa (i) Xi-Xg Yi-Yg Cos (Alfa (i)) Sen (Alfa (i))eje A-A 0 0 0 -8.320 -5.531 1.00 0.00eje B-B 0 4 0 -8.320 -1.531 1.00 0.00eje C-C 0 8 0 -8.320 2.469 1.00 0.00eje D-D 0 12 0 -8.320 6.469 1.00 0.00eje 1-1 0 0 90 -8.320 -5.531 0.00 1.00eje 2-2 6 0 90 -2.320 -5.531 0.00 1.00eje 3-3 12 0 90 3.680 -5.531 0.00 1.00eje 4-4 18 0 90 9.680 -5.531 0.00 1.00
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METRADO DE CARGAS MUERTAS PRIMER NIVEL
PESO CENTROIDES PX PYX Y Tn m m Tn Tn
2.3976 2.93 0.00 7.0130 0.00002.3976 2.93 4.00 7.0130 9.59042.3976 2.93 8.00 7.0130 19.18082.3976 2.93 12.00 7.0130 28.77122.3328 9.00 0.00 20.9952 0.00002.3328 9.00 4.00 20.9952 9.33122.3976 9.08 8.00 21.7582 19.18082.3976 9.08 12.00 21.7582 28.77122.3976 15.08 0.00 36.1438 0.00002.3976 15.08 4.00 36.1438 9.59042.4624 15.00 8.00 36.9360 19.69921.224 0.000 2.000 0.0000 2.44801.224 0.000 6.000 0.0000 7.34401.224 0.000 10.000 0.0000 12.24001.332 6.000 2.000 7.9920 2.66401.332 6.000 6.000 7.9920 7.99201.332 6.000 10.000 7.9920 13.32001.332 12.000 2.000 15.9840 2.66401.278 12.000 6.000 15.3360 7.66801.224 12.000 10.000 14.6880 12.24001.224 18.000 2.000 22.0320 2.4480
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1.224 18.000 6.000 22.0320 7.344040.259 8.318 5.545 336.830 222.487
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CENTROIDES PX PYYm Tn Tn
2.00 22.1445 14.76306.00 22.1445 44.289010.00 22.1445 73.81502.00 66.4335 14.76306.00 66.4335 44.289010.00 66.4335 73.81502.00 110.7225 14.76306.00 110.7225 44.2890
5.500 487.179 324.786
PESO CENTROIDES PX PYX YTn m m Tn Tn
1.9116 0.00 0.00 0.0000 0.00001.9116 0.00 4.00 0.0000 7.64641.9116 0.00 8.00 0.0000 15.29281.9116 0.00 12.00 0.0000 22.93921.9116 6.00 0.00 11.4696 0.00001.9116 6.00 4.00 11.4696 7.64641.9116 6.00 8.00 11.4696 15.29281.9116 6.00 12.00 11.4696 22.93921.9116 12.00 0.00 22.9392 0.00001.9116 12.00 4.00 22.9392 7.64641.9116 12.00 8.00 22.9392 15.29281.9116 12.00 12.00 22.9392 22.9392
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1.9116 18.00 0.00 34.4088 0.00001.9116 18.00 4.00 34.4088 7.64641.9116 18.00 8.00 34.4088 15.292828.674 8.400 5.600 240.862 160.574
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METRADO DE CARGAS MUERTAS SEGUNDO NIVEL
PESO CENTROIDES PX PYX Y Tn m m Tn Tn
2.3976 2.93 0.00 7.0130 0.00002.3976 2.93 4.00 7.0130 9.59042.3976 2.93 8.00 7.0130 19.18082.3976 2.93 12.00 7.0130 28.77122.3328 9.00 0.00 20.9952 0.00002.3328 9.00 4.00 20.9952 9.33122.3976 9.08 8.00 21.7582 19.18082.3976 9.08 12.00 21.7582 28.77122.3976 15.08 0.00 36.1438 0.00002.3976 15.08 4.00 36.1438 9.59042.4624 15.00 8.00 36.9360 19.69921.224 0.000 2.000 0.0000 2.44801.224 0.000 6.000 0.0000 7.34401.224 0.000 10.000 0.0000 12.2400
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1.332 6.000 2.000 7.9920 2.66401.332 6.000 6.000 7.9920 7.99201.332 6.000 10.000 7.9920 13.32001.332 12.000 2.000 15.9840 2.66401.278 12.000 6.000 15.3360 7.66801.224 12.000 10.000 14.6880 12.24001.224 18.000 2.000 22.0320 2.44801.224 18.000 6.000 22.0320 7.3440
40.259 8.318 5.545 336.830 222.487
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CENTROIDES PX PYYm Tn Tn
2.00 22.1445 14.76306.00 22.1445 44.289010.00 22.1445 73.81502.00 66.4335 14.76306.00 66.4335 44.289010.00 66.4335 73.81502.00 110.7225 14.76306.00 110.7225 44.2890
5.500 487.179 324.786
PESO CENTROIDES PX PYX YTn m m Tn Tn
1.4256 0.00 0.00 0.0000 0.00001.4256 0.00 4.00 0.0000 5.70241.4256 0.00 8.00 0.0000 11.40481.4256 0.00 12.00 0.0000 17.10721.4256 6.00 0.00 8.5536 0.00001.4256 6.00 4.00 8.5536 5.70241.4256 6.00 8.00 8.5536 11.40481.4256 6.00 12.00 8.5536 17.10721.4256 12.00 0.00 17.1072 0.00001.4256 12.00 4.00 17.1072 5.70241.4256 12.00 8.00 17.1072 11.4048
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1.4256 12.00 12.00 17.1072 17.10721.4256 18.00 0.00 25.6608 0.00001.4256 18.00 4.00 25.6608 5.70241.4256 18.00 8.00 25.6608 11.404821.384 8.400 5.600 179.626 119.750
CUADRO DE RESUMENNIVEL 1er PISO 2do NIVEL
PESO DE EDIFICIO 127.985 Tn 120.695 TnPESO EN "X" 1064.871 1003.635PESO EN "Y" 707.848 667.024
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CENTRO DE MASAX Y
8.320 5.5318.315 5.527
DETERMINACION DEL ri DE CADA PORTICO EN SUS DIFERENTES NIVELES
ri (m)5.53071.5307-2.4693-6.4693-8.3203-2.32033.67979.6797
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ri (m)5.53071.5307-2.4693-6.4693-8.3203-2.32033.67979.6797
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CALCULO DE LA CORTANTE BASAL EN "X" Y EN "Y"
V= FUERZA CORTANTE EN LA BASEZ= ZONAU= FACTOR DE USOC= AMPLIFICACION SISMICAS= PARAMETRO DE SITIOR= COEFICIENTE DE REDUCCION DE LA FUERZA SISMICAP= PESO DE LA EDIFICACION
1.- ZONA SISMICA
ZONA4321
UBICACIN: DEPARTAMENTO AREQUIPA-PROVINCIA ISLAY-CIUDAD COCACHACRA
Z=
Tabla N 1 FACTOR DE ZONA
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2.- FACTOR DE USO
USO DE EDIFICACION:VIVIENDA
U=
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3.- PARAMETRO DE SITIO ( S )
SUELO: SUELO RIGIDOSo=S1=S2=S3=
4.- AMPLIFICACION SISMICA ( C )
CALCULO DE PERIODO FUNDAMENTAL DE VIBRACION (T)
5.- COEFICIENTE DE REDUCCION DE LA FUERZA SISMICA( R )
Ro=Ia=Ip=
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Ro= 8Ia= 1Ip= 0.9
R=7.2
6.- PESO DE EDIFICIO( P )
P= 263.08Tn
CORTANTE BASAL
V=
FUERZAS BASALES (tn)V xV y
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CALCULO DE LA CORTANTE BASAL EN "X" Y EN "Y"
FUERZA CORTANTE EN LA BASE
COEFICIENTE DE REDUCCION DE LA FUERZA SISMICAPESO DE LA EDIFICACION
1.- ZONA SISMICA
Z0.450.350.250.10
DEPARTAMENTO AREQUIPA-PROVINCIA ISLAY-CIUDAD COCACHACRA
0.45
Tabla N 1 FACTOR DE ZONA
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2.- FACTOR DE USO
1.0
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3.- PARAMETRO DE SITIO ( S )
roca duraroca o suelos muy rigidossuelos intermediossuelos blandos
S=1.0
Tp=0.4Tl=2.5
4.- AMPLIFICACION SISMICA ( C )
DATOSH= 7.6
T= 0.21714286
C=2.5
5.- COEFICIENTE DE REDUCCION DE LA FUERZA SISMICA( R )
sistema estructuralirregularidad en alturairregularidad en planta
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6.- PESO DE EDIFICIO( P )
CORTANTE BASAL
41.1062
FUERZAS BASALES (tn)41.106241.1062
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DISTRIBUCION DE CORTANTE BASAL EN ALTURA
DISTRIBUION EN "X"
NIVEL PESO(Tn) H (acum.) PX.H (acum.) VX FX SISMO1 137.5848 4.30 591.615 41.106 15.7372 125.4948 7.60 953.760 41.106 25.370
1545.375 41.106
DISTRIBUION EN "Y"
NIVEL PESO(Tn) H (acum.) PX.H (acum.) VY FY SISMO1 137.5848 4.30 591.615 41.106 15.7372 125.4948 7.60 953.760 41.106 25.370
1545.375 41.106
X - X Y - Y25.370 Tn 25.370 Tn
15.737 Tn 15.737 Tn
SISMO 100 % "X"
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SISMO 100 % "Y"
SISMO 100 % NEGATIVO EN "X"
SISMO 100 % NEGATIVO EN "Y"
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DISTRIBUCION DE CORTANTE BASAL EN ALTURA
VX Acum. Lx Ly ex*Ly ey*Lx Mx My15.737 18.3 12.6 0.63 - 9.9141 -25.370 18.3 12.6 0.63 - 15.9828 -
VY Acum. Lx Ly ex*Ly ey*Lx Mx My15.737 18.3 12.6 - 0.915 - 14.39925.370 18.3 12.6 - 0.915 - 23.213
MATRIZ DE FUERZAS INERCIALES
Y - Y 15.73725.370
15.737
25.37014.399 1Mto23.213 2Mto
15.737 Fx10 Fy1
9.914 Mz125.370 Fx2
F1xF2xF1yF2y
F =
-
0 Fy215.983 Mz2
-
0 Fx115.737 Fy1-14.399 Mz1
0 Fx225.370 Fy2-23.213 Mz2
-15.737 Fx10 Fy1
-9.914 Mz1-25.370 Fx2
0 Fy2-15.983 Mz2
0 Fx1
F =
F =
-
-15.737 Fy114.399 Mz1
0 Fx2-25.370 Fy223.213 Mz2
F =
-
0.6
0.3
3.30
0.6
0.3
4.30
6 6
0.6 0.3 0.60.6
0.3 0.3
F'C= 210 kg/cm2v= 0.2E= 2173706.5119 tn/m2G= 905711.0466368
1011
12
12
3
19
2021
6
5
45
6
2223
24
1078
9
9
4
2
1314
15
1 2 3
4 5 6
1617
18
79
8
1
3
78
9
7
8
-
DATOS DE VIGASELEMENTO N 01
COORDENADAS K1= 65211.1954 a= 0.150.6 XI= 0 K2= 797.11213 b= 0.30XF= 6 K3= 2211.98616
YI= 4.3 K4= 4023.303910.3 YF= 4.3 K5= 8253.21928
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 1 2 3 4 5I= 0.0054 m4 1 65211.1954 0 0 -65211.1954 0L= 6 m 2 0 797.11213 2211.98616 0 -797.11213dL= 0.2 m 3 0 2211.98616 8253.21928 0 -2211.98616bL= 0.3 m 4 -65211.1954 0 0 65211.19536 0CL= 5.55 m 5 0 -797.11213 -2211.98616 0 797.11213AY= 0.15 6 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.15 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
[1]=
[ 1 ]=
-
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.15 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL1 2 3 4 5
1 65211.1954 0 0 -65211.1954 02 0 797.11213 2331.55298 0 -797.112133 0 2331.55298 8934.75016 0 -2331.552984 -65211.1954 0 0 65211.19536 05 0 -797.11213 -2331.55298 0 797.112136 0 2451.1198 5054.56773 0 -2451.1198
ELEMENTO N 02
COORDENADAS K1= 65211.1954 a= 0.30.6 XI= 6 K2= 797.11213 b= 0.15XF= 12 K3= 2211.98616
YI= 4.3 K4= 4023.303910.3 YF= 4.3 K5= 8253.21928
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 02 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 4 5 6 7 8I= 0.0054 m4 4 65211.1954 0 0 -65211.1954 0L= 6 m 5 0 797.11213 2211.98616 0 -797.11213dL= 0.3 m 6 0 2211.98616 8253.21928 0 -2211.98616bL= 0.15 m 7 -65211.1954 0 0 65211.19536 0CL= 5.55 m 8 0 -797.11213 -2211.98616 0 797.11213AY= 0.15 9 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
[1]=
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.15
MATRIZ DE RIGIDEZ GLOBAL4 5 6 7 8
4 65211.1954 0 0 -65211.1954 05 0 797.11213 2451.1198 0 -797.112136 0 2451.1198 9652.15107 0 -2451.11987 -65211.1954 0 0 65211.19536 08 0 -797.11213 -2451.1198 0 797.112139 0 2331.55298 5054.56773 0 -2331.55298
ELEMENTO N 03
COORDENADAS K1= 65211.1954 a= 0.150.6 XI= 0 K2= 797.11213 b= 0.30XF= 6 K3= 2211.98616
YI= 7.6 K4= 4023.303910.3 YF= 7.6 K5= 8253.21928
1][ ^=
1]=[
-
DATOS DE ELEM. N 03 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 10 11 12 13 14I= 0.0054 m4 10 65211.1954 0 0 -65211.1954 0L= 6 m 11 0 797.11213 2211.98616 0 -797.11213dL= 0.2 m 12 0 2211.98616 8253.21928 0 -2211.98616bL= 0.3 m 13 -65211.1954 0 0 65211.19536 0CL= 5.55 m 14 0 -797.11213 -2211.98616 0 797.11213AY= 0.15 15 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.15 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
[1]=
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.15 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL10 11 12 13 14
10 65211.1954 0 0 -65211.1954 011 0 797.11213 2331.55298 0 -797.1121312 0 2331.55298 8934.75016 0 -2331.5529813 -65211.1954 0 0 65211.19536 014 0 -797.11213 -2331.55298 0 797.1121315 0 2451.1198 5054.56773 0 -2451.1198
ELEMENTO N 04
COORDENADAS K1= 65211.1954 a= 0.300.6 XI= 6 K2= 797.11213 b= 0.15XF= 12 K3= 2211.98616
YI= 7.6 K4= 4023.303910.3 YF= 7.6 K5= 8253.21928
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 13 14 15 16 17I= 0.0054 m4 13 65211.1954 0 0 -65211.1954 0L= 6 m 14 0 797.11213 2211.98616 0 -797.11213dL= 0.3 m 15 0 2211.98616 8253.21928 0 -2211.98616bL= 0.15 m 16 -65211.1954 0 0 65211.19536 0CL= 5.55 m 17 0 -797.11213 -2211.98616 0 797.11213AY= 0.15 18 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1
1][ ^=
1]=[
[ _1 ) ]=(
-
Cy= 0.00
-
1 0.00 0 0 00.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.15
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
1][ ^=
-
MATRIZ DE RIGIDEZ GLOBAL13 14 15 16 17
13 65211.1954 0 0 -65211.1954 014 0 797.11213 2451.1198 0 -797.1121315 0 2451.1198 9652.15107 0 -2451.119816 -65211.1954 0 0 65211.19536 017 0 -797.11213 -2451.1198 0 797.1121318 0 2331.55298 5054.56773 0 -2331.55298
DATOS DE COLUMNASELEMENTO N 05
COORDENADAS K1= 90992.3656 a= 0.00.6 XI= 0 K2= 541.448003 b= 0.30XF= 0 K3= 1082.89601
YI= 0 K4= 1432.166060.3 YF= 4.3 K5= 2899.41796
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 19 20 21 1 2I= 0.00135 m4 19 90992.3656 0 0 -90992.3656 0L= 4.30 m 20 0 541.448003 1082.89601 0 -541.448003dL= 0.0 m 21 0 1082.89601 2899.41796 0 -1082.89601bL= 0.3 m 1 -90992.3656 0 0 90992.36562 0CL= 4 m 2 0 -541.448003 -1082.89601 0 541.448003AY= 0.15 3 0 1082.89601 1432.16606 0 -1082.89601= 0.0162Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1]=[
[ _1 ) ]=(
[1]=
-
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL19 20 21 1 2
19 541.448003 0 -1082.89601 -541.448003 020 0 90992.3656 0 0 -90992.365621 -1082.89601 0 2899.41796 1082.896006 01 -541.448003 0 1082.89601 541.4480032 02 0 -90992.3656 0 0 90992.36563 -1245.33041 0 1757.03487 1245.330407 0
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
1][ ^=
1]=[
-
ELEMENTO N 06
COORDENADAS K1= 118565.81 a= 0.300.6 XI= 0 K2= 1727.63194 b= 0.30XF= 0 K3= 2332.30312
YI= 4.3 K4= 2061.755960.3 YF= 7.6 K5= 4235.46247
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 1 2 3 10 11I= 0.00135 m4 1 118565.81 0 0 -118565.81 0L= 3.30 m 2 0 1727.63194 2332.30312 0 -1727.63194dL= 0.3 m 3 0 2332.30312 4235.46247 0 -2332.30312bL= 0.3 m 10 -118565.81 0 0 118565.8097 0CL= 2.7 m 11 0 -1727.63194 -2332.30312 0 1727.63194AY= 0.15 12 0 2332.30312 2061.75596 0 -2332.30312= 0.0355555556Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
[1]=
[ 1 ]=
-
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL1 2 3 10 11
1 1727.63194 0 -2850.59271 -1727.63194 02 0 118565.81 0 0 -118565.813 -2850.59271 0 5790.33122 2850.592708 0
10 -1727.63194 0 2850.59271 1727.631944 011 0 -118565.81 0 0 118565.8112 -2850.59271 0 3616.62471 2850.592708 0
ELEMENTO N 07
COORDENADAS K1= 90992.3656 a= 0.000.3 XI= 6 K2= 2066.94012 b= 0.30XF= 6 K3= 4133.88025
0.6 YI= 0 K4= 5333.2567YF= 4.3 K5= 11202.2643
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 22 23 24 4 5I= 0.0054 m4 22 90992.3656 0 0 -90992.3656 0L= 4.30 m 23 0 2066.94012 4133.88025 0 -2066.94012dL= 0.0 m 24 0 4133.88025 11202.2643 0 -4133.88025bL= 0.3 m 4 -90992.3656 0 0 90992.36562 0CL= 4 m 5 0 -2066.94012 -4133.88025 0 2066.94012AY= 0.15 6 0 4133.88025 5333.2567 0 -4133.88025= 0.0648Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
[ _1 ) ]=(
[1]=
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
-
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL22 23 24 4 5
22 2066.94012 0 -4133.88025 -2066.94012 023 0 90992.3656 0 0 -90992.365624 -4133.88025 0 11202.2643 4133.880247 04 -2066.94012 0 4133.88025 2066.940123 05 0 -90992.3656 0 0 90992.36566 -4753.96228 0 6573.42078 4753.962284 0
ELEMENTO N 08COORDENADAS K1= 118565.81 a= 0.3
0.3 XI= 6 K2= 6265.18666 b= 0.3XF= 6 K3= 8458.001990.6 YI= 4.3 K4= 7070.88967
YF= 7.6 K5= 15765.7157
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 4 5 6 13 14I= 0.0054 m4 4 118565.81 0 0 -118565.81 0L= 3.30 m 5 0 6265.18666 8458.00199 0 -6265.18666dL= 0.3 m 6 0 8458.00199 15765.7157 0 -8458.00199bL= 0.3 m 13 -118565.81 0 0 118565.8097 0CL= 2.7 m 14 0 -6265.18666 -8458.00199 0 6265.18666AY= 0.15 15 0 8458.00199 7070.88967 0 -8458.00199= 0.1422222222Cx= 0
1][ ^=
1]=[
[ _1 ) ]=(
-
Cy= 1.00
-
0 1.00 0 0 0-1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 01 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL4 5 6 13 14
4 6265.18666 0 -10337.558 -6265.18666 05 0 118565.81 0 0 -118565.816 -10337.558 0 21404.3837 10337.55799 0
13 -6265.18666 0 10337.558 6265.186661 014 0 -118565.81 0 0 118565.81
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
1][ ^=
1]=[
-
15 -10337.558 0 12709.5577 10337.55799 0
-
ELEMENTO N 09
COORDENADAS K1= 90992.3656 a= 00.6 XI= 12 K2= 541.448003 b= 0.3XF= 12 K3= 1082.89601
YI= 0 K4= 1432.166060.3 YF= 4.3 K5= 2899.41796
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 25 26 27 7 8I= 0.00135 m4 25 90992.3656 0 0 -90992.3656 0L= 4.30 m 26 0 541.448003 1082.89601 0 -541.448003dL= 0.0 m 27 0 1082.89601 2899.41796 0 -1082.89601bL= 0.3 m 7 -90992.3656 0 0 90992.36562 0CL= 4 m 8 0 -541.448003 -1082.89601 0 541.448003AY= 0.15 9 0 1082.89601 1432.16606 0 -1082.89601= 0.0162Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
[1]=
[ 1 ]=
-
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL25 26 27 7 8
25 541.448003 0 -1082.89601 -541.448003 026 0 90992.3656 0 0 -90992.365627 -1082.89601 0 2899.41796 1082.896006 07 -541.448003 0 1082.89601 541.4480032 08 0 -90992.3656 0 0 90992.36569 -1245.33041 0 1757.03487 1245.330407 0
ELEMENTO N 10
COORDENADAS K1= 118565.81 a= 0.30.6 XI= 12 K2= 1727.63194 b= 0.3XF= 12 K3= 2332.30312
YI= 4.3 K4= 2061.755960.3 YF= 7.6 K5= 4235.46247
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 7 8 9 16 17I= 0.00135 m4 7 118565.81 0 0 -118565.81 0L= 3.30 m 8 0 1727.63194 2332.30312 0 -1727.63194dL= 0.3 m 9 0 2332.30312 4235.46247 0 -2332.30312bL= 0.3 m 16 -118565.81 0 0 118565.8097 0CL= 2.7 m 17 0 -1727.63194 -2332.30312 0 1727.63194AY= 0.15 18 0 2332.30312 2061.75596 0 -2332.30312= 0.0355555556Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
[ _1 ) ]=(
[1]=
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
[ 1 ]=
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL7 8 9 16 17
7 1727.63194 0 -2850.59271 -1727.63194 08 0 118565.81 0 0 -118565.819 -2850.59271 0 5790.33122 2850.592708 0
16 -1727.63194 0 2850.59271 1727.631944 017 0 -118565.81 0 0 118565.8118 -2850.59271 0 3616.62471 2850.592708 0
1][ ^=
1]=[
-
DATOS DE VIGASELEMENTO N 01
MATRIZ DE RIGIDEZ LOCAL60
2211.986164023.30391
0-2211.986168253.21928
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL60
2451.11985054.56773
0-2451.11989652.15107
ELEMENTO N 02
-
MATRIZ DE RIGIDEZ LOCAL90
2211.986164023.30391
0-2211.986168253.21928
000001
0000
-0.151
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL90
2331.552985054.56773
0-2331.552988934.75016
ELEMENTO N 03
-
MATRIZ DE RIGIDEZ LOCAL150
2211.986164023.30391
0-2211.986168253.21928
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL150
2451.11985054.56773
0-2451.11989652.15107
ELEMENTO N 04
MATRIZ DE RIGIDEZ LOCAL180
2211.986164023.30391
0-2211.986168253.21928
-
000001
0000
-0.151
000001
000001
-
MATRIZ DE RIGIDEZ GLOBAL180
2331.552985054.56773
0-2331.552988934.75016
DATOS DE COLUMNASELEMENTO N 05
MATRIZ DE RIGIDEZ LOCAL30
1082.896011432.16606
0-1082.896012899.41796
000001
-
0000
-0.31
000001
000001
MATRIZ DE RIGIDEZ GLOBAL3
-1245.330410
1757.034871245.33041
03597.88588
-
ELEMENTO N 06
MATRIZ DE RIGIDEZ LOCAL120
2332.303122061.75596
0-2332.303124235.46247
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL12
-2850.592710
3616.624712850.59271
05790.33122
ELEMENTO N 07
-
MATRIZ DE RIGIDEZ LOCAL60
4133.880255333.2567
0-4133.8802511202.2643
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL6
-4753.962280
6573.420784753.96228
013868.617
ELEMENTO N 08
MATRIZ DE RIGIDEZ LOCAL150
8458.001997070.88967
0-8458.0019915765.7157
-
0000010000
-0.31
000001
000001
MATRIZ DE RIGIDEZ GLOBAL15
-10337.5580
12709.557710337.558
0
-
21404.3837
-
ELEMENTO N 09
MATRIZ DE RIGIDEZ LOCAL90
1082.896011432.16606
0-1082.896012899.41796
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL9
-1245.330410
1757.034871245.33041
03597.88588
ELEMENTO N 10
-
MATRIZ DE RIGIDEZ LOCAL180
2332.303122061.75596
0-2332.303124235.46247
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL18
-2850.592710
3616.624712850.59271
05790.33122
-
MATRIZ 011 2 3 4 5 6 7 8 9 10 11 12 13
1 65211.1954 0 0 -65211.1954 0 02 0 797.11213 2331.55298 0 -797.11213 2451.11983 0 2331.55298 8934.75016 0 -2331.55298 5054.567734 -65211.1954 0 0 65211.1954 0 05 0 -797.11213 -2331.55298 0 797.11213 -2451.11986 0 2451.1198 5054.56773 0 -2451.1198 9652.15107789
101112131415161718192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 02
1 2 3 4 5 6 7 8 9 10 11 12 131234 65211.1954 0 0 -65211.1954 0 05 0 797.11213 2451.1198 0 -797.11213 2331.552986 0 2451.1198 9652.15107 0 -2451.1198 5054.567737 -65211.1954 0 0 65211.1954 0 08 0 -797.11213 -2451.1198 0 797.11213 -2331.552989 0 2331.55298 5054.56773 0 -2331.55298 8934.75016
10111213141516171819
-
2021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 03
1 2 3 4 5 6 7 8 9 10 11 12 13123456789
10 65211.1954 0 0 -65211.195411 0 797.11213 2331.55298 012 0 2331.55298 8934.75016 013 -65211.1954 0 0 65211.195414 0 -797.11213 -2331.55298 015 0 2451.1198 5054.56773 0161718192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ 041 2 3 4 5 6 7 8 9 10 11 12 13
123456789
-
10111213 65211.195414 015 016 -65211.195417 018 0192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 05
1 2 3 4 5 6 7 8 9 10 11 12 131 541.448003 0 1245.330412 0 90992.3656 03 1245.33041 0 3597.88588456789
10111213141516171819 -541.448003 0 -1245.3304120 0 -90992.3656 021 1082.89601 0 1757.03487222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 06
1 2 3 4 5 6 7 8 9 10 11 12 13
-
1 1727.63194 0 -2850.59271 -1727.63194 0 -2850.592712 0 118565.81 0 0 -118565.81 03 -2850.59271 0 5790.33122 2850.59271 0 3616.62471456789
10 -1727.63194 0 2850.59271 1727.63194 0 2850.5927111 0 -118565.81 0 0 118565.81 012 -2850.59271 0 3616.62471 2850.59271 0 5790.33122131415161718192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 07
1 2 3 4 5 6 7 8 9 10 11 12 131234 2066.94012 0 4753.962285 0 90992.3656 06 4753.96228 0 13868.617789
10111213141516171819202122 -2066.94012 0 -4753.96228
-
23 0 -90992.3656 024 4133.88025 0 6573.42078252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 08
1 2 3 4 5 6 7 8 9 10 11 12 131234 6265.18666 0 -10337.558 -6265.186665 0 118565.81 0 06 -10337.558 0 21404.3837 10337.558789
10111213 -6265.18666 0 10337.558 6265.1866614 0 -118565.81 0 015 -10337.558 0 12709.5577 10337.558161718192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 09
1 2 3 4 5 6 7 8 9 10 11 12 131234567 541.448003 0 1245.330418 0 90992.3656 09 1245.33041 0 3597.88588
10111213
-
141516171819202122232425 -541.448003 0 -1245.3304126 0 -90992.3656 027 1082.89601 0 1757.03487
1 2 3 4 5 6 7 8 9 10 11 12 13MATRIZ 10
1 2 3 4 5 6 7 8 9 10 11 12 131234567 1727.63194 0 -2850.592718 0 118565.81 09 -2850.59271 0 5790.33122
10111213141516 -1727.63194 0 2850.5927117 0 -118565.81 018 -2850.59271 0 3616.62471192021222324252627
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 131 67480.2753 0 -1605.2623 -65211.1954 0 0 0 0 0 -1727.63194 0 -2850.59271 02 0 210355.287 2331.55298 0 -797.11213 2451.1198 0 0 0 0 -118565.81 0 03 -1605.2623 2331.55298 18322.9673 0 -2331.55298 5054.56773 0 0 0 2850.59271 0 3616.62471 0
-
4 -65211.1954 0 0 138754.517 0 -5583.59571 -65211.1954 0 0 0 0 0 -6265.186665 0 -797.11213 -2331.55298 0 211152.4 0 0 -797.11213 2331.55298 0 0 0 06 0 2451.1198 5054.56773 -5583.59571 0 54577.3029 0 -2451.1198 5054.56773 0 0 0 10337.5587 0 0 0 -65211.1954 0 0 67480.2753 0 -1605.2623 0 0 0 08 0 0 0 0 -797.11213 -2451.1198 0 210355.287 -2331.55298 0 0 0 09 0 0 0 0 2331.55298 5054.56773 -1605.2623 -2331.55298 18322.9673 0 0 0 0
10 -1727.63194 0 2850.59271 0 0 0 0 0 0 66938.8273 0 2850.59271 -65211.195411 0 -118565.81 0 0 0 0 0 0 0 0 119362.922 2331.55298 012 -2850.59271 0 3616.62471 0 0 0 0 0 0 2850.59271 2331.55298 14725.0814 013 0 0 0 -6265.18666 0 10337.558 0 0 0 -65211.1954 0 0 136687.57714 0 0 0 0 -118565.81 0 0 0 0 0 -797.11213 -2331.55298 015 0 0 0 -10337.558 0 12709.5577 0 0 0 0 2451.1198 5054.56773 10337.55816 0 0 0 0 0 0 -1727.63194 0 2850.59271 0 0 0 -65211.195417 0 0 0 0 0 0 0 -118565.81 0 0 0 0 018 0 0 0 0 0 0 -2850.59271 0 3616.62471 0 0 0 019 -541.448003 0 -1245.33041 0 0 0 0 0 0 0 0 0 020 0 -90992.3656 0 0 0 0 0 0 0 0 0 0 021 1082.89601 0 1757.03487 0 0 0 0 0 0 0 0 0 022 0 0 0 -2066.94012 0 -4753.96228 0 0 0 0 0 0 023 0 0 0 0 -90992.3656 0 0 0 0 0 0 0 024 0 0 0 4133.88025 0 6573.42078 0 0 0 0 0 0 025 0 0 0 0 0 0 -541.448003 0 -1245.33041 0 0 0 026 0 0 0 0 0 0 0 -90992.3656 0 0 0 0 027 0 0 0 0 0 0 1082.89601 0 1757.03487 0 0 0 0
1 2 3 4 5 6 7 8 9 10 11 12 13
-
12 43 75 106 138 16
GL= 9 1911 GR= 2012 2114 2215 2317 2418 25
2627
2 3 5 6 8 9 11 12 14 15 17 18 12 210355.287 2331.55298 -797.11213 2451.1198 0 0 -118565.81 0 0 0 0 0 03 2331.55298 18322.9673 -2331.55298 5054.56773 0 0 0 3616.62471 0 0 0 0 -1605.26235 -797.11213 -2331.55298 211152.4 0 -797.11213 2331.55298 0 0 -118565.81 0 0 0 06 2451.1198 5054.56773 0 54577.3029 -2451.1198 5054.56773 0 0 0 12709.5577 0 0 08 0 0 -797.11213 -2451.1198 210355.287 -2331.55298 0 0 0 0 -118565.81 0 09 0 0 2331.55298 5054.56773 -2331.55298 18322.9673 0 0 0 0 0 3616.62471 0
11 -118565.81 0 0 0 0 0 119362.922 2331.55298 -797.11213 2451.1198 0 0 012 0 3616.62471 0 0 0 0 2331.55298 14725.0814 -2331.55298 5054.56773 0 0 -2850.5927114 0 0 -118565.81 0 0 0 -797.11213 -2331.55298 120160.034 0 -797.11213 2331.55298 015 0 0 0 12709.5577 0 0 2451.1198 5054.56773 0 40708.6859 -2451.1198 5054.56773 017 0 0 0 0 -118565.81 0 0 0 -797.11213 -2451.1198 119362.922 -2331.55298 018 0 0 0 0 0 3616.62471 0 0 2331.55298 5054.56773 -2331.55298 14725.0814 01 0 -1605.2623 0 0 0 0 0 -2850.59271 0 0 0 0 67480.27534 0 0 0 -5583.59571 0 0 0 0 0 -10337.558 0 0 -65211.19547 0 0 0 0 0 -1605.2623 0 0 0 0 0 -2850.59271 0
10 0 2850.59271 0 0 0 0 0 2850.59271 0 0 0 0 -1727.6319413 0 0 0 10337.558 0 0 0 0 0 10337.558 0 0 016 0 0 0 0 0 2850.59271 0 0 0 0 0 2850.59271 019 0 -1245.33041 0 0 0 0 0 0 0 0 0 0 -541.44800320 -90992.3656 0 0 0 0 0 0 0 0 0 0 0 021 0 1757.03487 0 0 0 0 0 0 0 0 0 0 1082.8960122 0 0 0 -4753.96228 0 0 0 0 0 0 0 0 023 0 0 -90992.3656 0 0 0 0 0 0 0 0 0 024 0 0 0 6573.42078 0 0 0 0 0 0 0 0 025 0 0 0 0 0 -1245.33041 0 0 0 0 0 0 026 0 0 0 0 -90992.3656 0 0 0 0 0 0 0 027 0 0 0 0 0 1757.03487 0 0 0 0 0 0 0
2 3 5 6 8 9 11 12 14 15 17 18 1
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
0 0-797.11213 2451.1198-2331.55298 5054.56773
0 0797.11213 -2451.1198-2451.1198 9652.15107
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
0 0 -65211.1954 0 0797.11213 2451.1198 0 -797.11213 2331.552982451.1198 9652.15107 0 -2451.1198 5054.56773
0 0 65211.1954 0 0-797.11213 -2451.1198 0 797.11213 -2331.552982331.55298 5054.56773 0 -2331.55298 8934.75016
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27-541.448003 0 1082.89601
0 -90992.3656 0-1245.33041 0 1757.03487
541.448003 0 -1082.896010 90992.3656 0
-1082.89601 0 2899.41796
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-2066.94012 0 4133.880250 -90992.3656 0
-4753.96228 0 6573.42078
2066.94012 0 -4133.88025
-
0 90992.3656 0-4133.88025 0 11202.2643
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
0 -10337.558-118565.81 0
0 12709.5577
0 10337.558118565.81 0
0 21404.3837
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-541.448003 0 1082.896010 -90992.3656 0
-1245.33041 0 1757.03487
-
541.448003 0 -1082.896010 90992.3656 0
-1082.89601 0 2899.4179614 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-1727.63194 0 -2850.592710 -118565.81 0
2850.59271 0 3616.62471
1727.63194 0 2850.592710 118565.81 0
2850.59271 0 5790.33122
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 270 0 0 0 0 -541.448003 0 1082.89601 0 0 0 0 0 00 0 0 0 0 0 -90992.3656 0 0 0 0 0 0 00 0 0 0 0 -1245.33041 0 1757.03487 0 0 0 0 0 0
-
0 -10337.558 0 0 0 0 0 0 -2066.94012 0 4133.88025 0 0 0-118565.81 0 0 0 0 0 0 0 0 -90992.3656 0 0 0 0
0 12709.5577 0 0 0 0 0 0 -4753.96228 0 6573.42078 0 0 00 0 -1727.63194 0 -2850.59271 0 0 0 0 0 0 -541.448003 0 1082.896010 0 0 -118565.81 0 0 0 0 0 0 0 0 -90992.3656 00 0 2850.59271 0 3616.62471 0 0 0 0 0 0 -1245.33041 0 1757.034870 0 0 0 0 0 0 0 0 0 0 0 0 0
-797.11213 2451.1198 0 0 0 0 0 0 0 0 0 0 0 0-2331.55298 5054.56773 0 0 0 0 0 0 0 0 0 0 0 0
0 10337.558 -65211.1954 0 0 0 0 0 0 0 0 0 0 0120160.034 0 0 -797.11213 2331.55298 0 0 0 0 0 0 0 0 0
0 40708.6859 0 -2451.1198 5054.56773 0 0 0 0 0 0 0 0 00 0 66938.8273 0 2850.59271 0 0 0 0 0 0 0 0 0
-797.11213 -2451.1198 0 119362.922 -2331.55298 0 0 0 0 0 0 0 0 02331.55298 5054.56773 2850.59271 -2331.55298 14725.0814 0 0 0 0 0 0 0 0 0
0 0 0 0 0 541.448003 0 -1082.89601 0 0 0 0 0 00 0 0 0 0 0 90992.3656 0 0 0 0 0 0 00 0 0 0 0 -1082.89601 0 2899.41796 0 0 0 0 0 00 0 0 0 0 0 0 0 2066.94012 0 -4133.88025 0 0 00 0 0 0 0 0 0 0 0 90992.3656 0 0 0 00 0 0 0 0 0 0 0 -4133.88025 0 11202.2643 0 0 00 0 0 0 0 0 0 0 0 0 0 541.448003 0 -1082.896010 0 0 0 0 0 0 0 0 0 0 0 90992.3656 00 0 0 0 0 0 0 0 0 0 0 -1082.89601 0 2899.41796
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
4 7 10 13 16 19 20 21 22 23 24 25 26 270 0 0 0 0 0 -90992.3656 0 0 0 0 0 0 00 0 2850.59271 0 0 -1245.33041 0 1757.03487 0 0 0 0 0 00 0 0 0 0 0 0 0 0 -90992.3656 0 0 0 0
-5583.59571 0 0 10337.558 0 0 0 0 -4753.96228 0 6573.42078 0 0 00 0 0 0 0 0 0 0 0 0 0 0 -90992.3656 00 -1605.2623 0 0 2850.59271 0 0 0 0 0 0 -1245.33041 0 1757.034870 0 0 0 0 0 0 0 0 0 0 0 0 00 0 2850.59271 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0
-10337.558 0 0 10337.558 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 -2850.59271 0 0 2850.59271 0 0 0 0 0 0 0 0 0
-65211.1954 0 -1727.63194 0 0 -541.448003 0 1082.89601 0 0 0 0 0 0138754.517 -65211.1954 0 -6265.18666 0 0 0 0 -2066.94012 0 4133.88025 0 0 0-65211.1954 67480.2753 0 0 -1727.63194 0 0 0 0 0 0 -541.448003 0 1082.89601
0 0 66938.8273 -65211.1954 0 0 0 0 0 0 0 0 0 0-6265.18666 0 -65211.1954 136687.577 -65211.1954 0 0 0 0 0 0 0 0 0
0 -1727.63194 0 -65211.1954 66938.8273 0 0 0 0 0 0 0 0 00 0 0 0 0 541.448003 0 -1082.89601 0 0 0 0 0 00 0 0 0 0 0 90992.3656 0 0 0 0 0 0 00 0 0 0 0 -1082.89601 0 2899.41796 0 0 0 0 0 0
-2066.94012 0 0 0 0 0 0 0 2066.94012 0 -4133.88025 0 0 00 0 0 0 0 0 0 0 0 90992.3656 0 0 0 0
4133.88025 0 0 0 0 0 0 0 -4133.88025 0 11202.2643 0 0 00 -541.448003 0 0 0 0 0 0 0 0 0 541.448003 0 -1082.896010 0 0 0 0 0 0 0 0 0 0 0 90992.3656 00 1082.89601 0 0 0 0 0 0 0 0 0 -1082.89601 0 2899.417964 7 10 13 16 19 20 21 22 23 24 25 26 27
-
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101112131415161718192021222324252627
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-
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123
-
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-
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-
CONDENSACION ESTATICA
2 3 5 6 8 92 210355.287487 2331.5529808629 -797.1121302095 2451.11980039 0 03 2331.55298086 18322.967264383 -2331.552980863 5054.56772887 0 05 -797.11213021 -2331.552980863 211152.3996176 0 -797.11213021 2331.5529816 2451.11980039 5054.5677288717 0 54577.3028981 -2451.1198004 5054.5677298 0 0 -797.1121302095 -2451.1198004 210355.287487 -2331.5529819 0 0 2331.552980863 5054.56772887 -2331.5529809 18322.96726
11 -118565.80974 0 0 0 0 012 0 3616.624711549 0 0 0 014 0 0 -118565.8097416 0 0 015 0 0 0 12709.5576599 0 017 0 0 0 0 -118565.80974 018 0 0 0 0 0 3616.624712
2 3 5 6 8 9
1 4 7 10 13 16 192 0 0 0 0 0 0 03 -1605.262 0 0 2850.592707584 0 0 -1245.3304075 0 0 0 0 0 0 06 0 -5583.5957065 0 0 10337.5579901 0 08 0 0 0 0 0 0 09 0 0 -1605.262300269 0 0 2850.59270758 0
11 0 0 0 0 0 0 012 -2850.593 0 0 2850.592707584 0 0 014 0 0 0 0 0 0 015 0 -10337.55799 0 0 10337.5579901 0 017 0 0 0 0 0 0 018 0 0 -2850.592707584 0 0 2850.59270758 0
1 4 7 10 13 16 19
.= ^(1).
=
=
-
2 3 5 6 8 91 0 -1605.262300269 0 0 0 04 0 0 0 -5583.5957065 0 07 0 0 0 0 0 -1605.2623
10 0 2850.5927075838 0 0 0 013 0 0 0 10337.5579901 0 016 0 0 0 0 0 2850.59270819 0 -1245.330407315 0 0 0 020 -90992.365616 0 0 0 0 021 0 1757.0348668538 0 0 0 022 0 0 0 -4753.9622837 0 023 0 0 -90992.36561561 0 0 024 0 0 0 6573.42077624 0 025 0 0 0 0 0 -1245.33040726 0 0 0 0 -90992.365616 027 0 0 0 0 0 1757.034867
2 3 5 6 8 9
=
-
1 4 7 10 13 16 191 67480.28 -65211.195358 0 -1727.63194399 0 0 -541.44800324 -65211.2 138754.5175 -65211.19535785 0 -6265.1866607 0 07 0 -65211.195358 67480.275305023 0 0 -1727.631944 0
10 -1727.632 0 0 66938.82730184 -65211.195358 0 013 0 -6265.1866607 0 -65211.19535785 136687.577376 -65211.195358 016 0 0 -1727.63194399 0 -65211.195358 66938.8273018 019 -541.448 0 0 0 0 0 541.448003220 0 0 0 0 0 0 021 1082.896 0 0 0 0 0 -1082.89600622 0 -2066.9401233 0 0 0 0 023 0 0 0 0 0 0 024 0 4133.88024667 0 0 0 0 025 0 0 -541.4480031804 0 0 0 026 0 0 0 0 0 0 027 0 0 1082.8960063607 0 0 0 0
1 4 7 10 13 16 19
1.09E-005 -1.02969E-006 1.21636805E-007 -3.0246916E-007 -1.26707E-008 4.646224E-008 1.08432E-005-1E-006 5.984769E-005 1.07615161E-006 -0.00000672 -4.64622E-008 2.136767E-006 -7.9611E-007
1.22E-007 1.076152E-006 1.07466594E-005 4.29246694E-023 1.216368E-007 -1.07615E-006 1.64717E-007-3E-007 -0.00000672 -3.6143113E-023 2.13946263E-005 3.024692E-007 -0.00000672 -2.2648E-007-1E-008 -4.64622E-008 1.21636805E-007 3.02469164E-007 0.000010881 1.029689E-006 -0.000000018
4.65E-008 2.136767E-006 -1.0761516E-006 -0.00000672 1.029689E-006 5.984769E-005 -7.2381E-0091.08E-005 -7.96114E-007 1.64716601E-007 -2.2648417E-007 -0.000000018 -7.23815E-009 1.92161E-005
-1E-006 -1.59571E-005 1.39757720E-006 4.33977635E-006 -1.00751E-007 -2.15741E-006 -2.5343E-0061.65E-007 7.888760E-007 1.06604998E-005 6.53630089E-023 1.647166E-007 -7.88876E-007 2.36077E-007
-4E-007 4.395583E-006 4.88231408E-023 -0.00000773 0.000000411 4.395583E-006 -8.0258E-007-2E-008 7.238146E-009 1.64716601E-007 2.26484166E-007 1.084317E-005 7.961142E-007 -2.8144E-008
1.01E-007 -2.15741E-006 -1.3975772E-006 4.33977635E-006 1.296826E-006 -1.59571E-005 2.35437E-007
=
.= ^(1).
^(1)=
-
629.9361 -248.29095646 17.4442439686 -692.9301167061 240.762867124 -14.057151073 62.99402187-248.291 2965.25073603 -248.2909564593 238.4307816179 -3153.2691025 238.430781618 9.86017484117.44424 -248.29095646 629.9360948321 -14.0571510727 240.762867124 -692.93011671 -3.387092896-692.9301 238.430781618 -14.0571510727 848.7388060944 -270.68691639 13.9838590801 -155.8086894240.7629 -3153.2691025 240.7628671235 -270.6869163889 3824.80939111 -270.68691639 29.92404927-14.05715 238.430781618 -692.9301167061 13.9838590801 -270.68691639 848.738806094 0.07329199362.99402 9.8601748413 -3.3870928959 -155.8086893882 29.9240492654 0.0732919925 92.81466751-486.7768 -540.29444818 32.9196751194 603.4565880464 671.134827265 -38.184569862 -116.6798277-88.87817 -13.911706394 4.778844458 219.8302540481 -42.21979774 -0.1034075661 -130.95207997.528089 188.018366455 7.5280893357 32.256134771 -671.54028862 32.256134771 -39.78422411519.6964 -5.02531E-015 -519.6964354469 -641.6411579083 -1.35428E-014 641.641157908 121.9447225-10.40927 -259.97762763 -10.4092745992 -44.6013522643 928.555302277 -44.601352264 55.01062686-3.387093 9.8601748413 62.9940218741 0.0732919925 29.9240492654 -155.80868939 3.313800903-32.91968 540.294448177 486.7767603275 38.1845698619 -671.13482727 -603.45658805 -5.2648947424.778844 -13.911706394 -88.8781741664 -0.1034075661 -42.21979774 219.830254048 -4.675436892
. ^(1).=
-
1 4 7 10 13 16 191 66850.34 -64962.904401 -17.4442439686 -1034.701827284 -240.76286712 14.0571510727 -604.44202514 -64962.9 135789.266764 -64962.90440139 -238.4307816179 -3111.9175582 -238.43078162 -9.8601748417 -17.44424 -64962.904401 66850.339210191 14.0571510727 -240.76286712 -1034.7018273 3.387092896
10 -1034.702 -238.43078162 14.0571510727 66090.08849575 -64940.508441 -13.98385908 155.808689413 -240.7629 -3111.9175582 -240.7628671235 -64940.50844146 132862.767985 -64940.508441 -29.9240492716 14.05715 -238.43078162 -1034.701827284 -13.9838590801 -64940.508441 66090.0884957 -0.07329199319 -604.442 -9.8601748413 3.3870928959 155.8086893882 -29.924049265 -0.0732919925 448.633335720 486.7768 540.294448177 -32.9196751194 -603.4565880464 -671.13482727 38.1845698619 116.679827721 1171.774 13.9117063935 -4.778844458 -219.8302540481 42.2197977404 0.1034075661 -951.943926522 -7.528089 -2254.9584898 -7.5280893357 -32.256134771 671.540288625 -32.256134771 39.7842241123 -519.6964 5.025313E-015 519.6964354469 641.6411579083 1.354279E-014 -641.64115791 -121.944722524 10.40927 4393.8578743 10.4092745992 44.6013522643 -928.55530228 44.6013522643 -55.0106268625 3.387093 -9.8601748413 -604.4420250544 -0.0732919925 -29.924049265 155.808689388 -3.31380090326 32.91968 -540.29444818 -486.7767603275 -38.1845698619 671.134827265 603.456588046 5.26489474227 -4.778844 13.9117063935 1171.7741805271 0.1034075661 42.2197977404 -219.83025405 4.675436892
1 7 13 19
1 4 7 10 13 161 66850.34 -64962.904401 -17.4442439686 -1034.701827284 -240.76286712 14.0571510727 14 -64962.9 135789.266764 -64962.90440139 -238.4307816179 -3111.9175582 -238.43078162 47 -17.44424 -64962.904401 66850.339210191 14.0571510727 -240.76286712 -1034.7018273 7
10 -1034.702 -238.43078162 14.0571510727 66090.08849575 -64940.508441 -13.98385908 1013 -240.7629 -3111.9175582 -240.7628671235 -64940.50844146 132862.767985 -64940.508441 1316 14.05715 -238.43078162 -1034.701827284 -13.9838590801 -64940.508441 66090.0884957 16
1 4 7 10 13 16
1869.991 -1261.4075433 1869.99056483 5863.45796092 1869.9905655863.458 -3588.7791214 -1261.4075433 -3588.7791214 -1261.4075431869.991 -1261.4075433
-1259.075 1135.5961952
=
=
= ^=
-
-3593.443 2981.75110236 9603.43909057 -6111.594-1259.075 1135.5961952 -6111.594 5252.94349277
=
-
11 12 14 15 17 18-118565.80974155 0 0 0 0 0 2
0 3616.624711549 0 0 0 0 30 0 -118565.8097416 0 0 0 50 0 0 12709.5576598875 0 0 60 0 0 0 -118565.8097416 0 80 0 0 0 0 3616.624711549 9
119362.921871759 2331.5529808629 -797.1121302095 2451.1198003943 0 0 112331.5529808629 14725.081379783 -2331.552980863 5054.5677288717 0 0 12-797.1121302095 -2331.552980863 120160.03400197 0 -797.1121302095 2331.5529808629 142451.1198003943 5054.5677288717 0 40708.6858545897 -2451.119800394 5054.5677288717 15
0 0 -797.1121302095 -2451.1198003943 119362.9218718 -2331.5529808629 170 0 2331.5529808629 5054.5677288717 -2331.552980863 14725.0813797831 18
11 12 14 15 17 18
20 21 22 23 24 25 26-90992.365615608 0 0 0 0 0 0
0 1757.0348668538 0 0 0 0 00 0 0 -90992.365615608 0 0 00 0 -4753.962283671 0 6573.420776239 0 00 0 0 0 0 0 -90992.3660 0 0 0 0 -1245.3304073148 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0
20 21 22 23 24 25 26
-
11 12 14 15 17 180 -2850.592707584 0 0 0 0 10 0 0 -10337.557990148 0 0 40 0 0 0 0 -2850.5927075838 70 2850.5927075838 0 0 0 0 100 0 0 10337.5579901481 0 0 130 0 0 0 0 2850.5927075838 160 0 0 0 0 0 190 0 0 0 0 0 200 0 0 0 0 0 210 0 0 0 0 0 220 0 0 0 0 0 230 0 0 0 0 0 240 0 0 0 0 0 250 0 0 0 0 0 260 0 0 0 0 0 27
11 12 14 15 17 18
-
20 21 22 23 24 25 260 1082.8960063607 0 0 0 0 00 0 -2066.940123335 0 4133.880246671 0 00 0 0 0 0 -541.4480031804 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 -1082.896006361 0 0 0 0 0
90992.3656156081 0 0 0 0 0 00 2899.4179604973 0 0 0 0 00 0 2066.9401233354 0 -4133.880246671 0 00 0 0 90992.3656156081 0 0 00 0 -4133.880246671 0 11202.26428444 0 00 0 0 0 0 541.4480031804 00 0 0 0 0 0 90992.3660 0 0 0 0 -1082.8960063607 0
20 21 22 23 24 25 26
-1.29682590E-006 1.64716601E-007 -0.000000411 -0.000000018 1.00751307E-007-1.59570551E-005 7.88876016E-007 4.39558288E-006 7.238146159E-009 -2.1574133E-0061.397577203E-006 1.06604998E-005 -2.8527226E-023 1.647166005E-007 -1.3975772E-0064.339776348E-006 -4.4300313E-023 -0.00000773 2.264841659E-007 4.33977635E-006-1.00751307E-007 1.64716601E-007 0.000000411 1.084317478E-005 1.29682590E-006-2.15741333E-006 -7.8887602E-007 4.39558288E-006 7.961141617E-007 -1.5957055E-005-2.53425181E-006 2.36077335E-007 -8.0258065E-007 -2.81440731E-008 2.35437047E-0077.651527904E-005 2.76968885E-006 -1.1201079E-005 -2.35437047E-007 0.0000038992.769688854E-006 1.89519129E-005 -6.5363009E-023 2.360773350E-007 -2.7696889E-006-1.12010789E-005 4.88231408E-023 2.98563383E-005 8.025806459E-007 -1.1201079E-005-2.35437047E-007 2.36077335E-007 8.02580646E-007 1.921613433E-005 2.53425181E-006
0.000003899 -2.7696889E-006 -1.1201079E-005 2.534251807E-006 7.65152790E-005
-
-486.7767603275 -88.8781741664 7.5280893357 519.6964354469 -10.4092745992 -3.3870928959 -32.919675-540.2944481766 -13.9117063935 188.0183664552 2.756190798E-014 -259.9776276342 9.8601748413 540.2944532.9196751194 4.778844458 7.5280893357 -519.6964354469 -10.4092745992 62.9940218741 486.77676
603.4565880464 219.8302540481 32.256134771 -641.6411579083 -44.6013522643 0.0732919925 38.18457671.1348272651 -42.2197977404 -671.5402886248 -1.19273273E-014 928.555302277 29.9240492654 -671.13483-38.1845698619 -0.1034075661 32.256134771 641.6411579083 -44.6013522643 -155.8086893882 -603.45659-116.679827719 -130.9520798817 -39.7842241067 121.9447224614 55.0106268634 3.3138009033 -5.2648947
90090.1688367183 164.6233998275 -130.8403790885 1007.1053830082 180.9162157692 5.2648947425 -104.9086164.6233998275 184.7600997195 56.1315041339 -172.0516321894 -77.6144137161 -4.6754368919 7.4282324-130.8403790885 56.1315041339 483.5219221696 -1.56345807E-014 -668.5776746428 -39.7842241067 130.840381007.1053830082 -172.0516321894 1.85681077E-014 88978.1548495918 -2.5674580E-014 -121.9447224614 1007.1054180.9162157692 -77.6144137161 -668.5776746428 2.161831992E-014 924.4588229322 55.0106268634 -180.91622
5.2648947425 -4.6754368919 -39.7842241067 -121.9447224614 55.0106268634 92.8146675142 116.67983-104.9086041184 7.4282323619 130.8403790885 1007.1053830082 -180.9162157692 116.679827719 90090.169
-7.4282323619 6.5965671348 56.1315041339 172.0516321894 -77.6144137161 -130.9520798817 -164.6234
-
20 21 22 23 24 25 26486.7767603275 1171.7741805271 -7.5280893357 -519.6964354469 10.4092745992 3.3870928959 32.919675540.2944481766 13.9117063935 -2254.958489791 -2.75619080E-014 4393.857874305 -9.8601748413 -540.29445-32.9196751194 -4.778844458 -7.5280893357 519.6964354469 10.4092745992 -604.4420250544 -486.77676
-603.4565880464 -219.8302540481 -32.256134771 641.6411579083 44.6013522643 -0.0732919925 -38.18457-671.1348272651 42.2197977404 671.5402886248 1.192732729E-014 -928.555302277 -29.9240492654 671.13483
38.1845698619 0.1034075661 -32.256134771 -641.6411579083 44.6013522643 155.8086893882 603.45659116.679827719 -951.943926479 39.7842241067 -121.9447224614 -55.0106268634 -3.3138009033 5.2648947
902.1967788898 -164.6233998275 130.8403790885 -1007.1053830082 -180.9162157692 -5.2648947425 104.9086-164.6233998275 2714.6578607778 -56.1315041339 172.0516321894 77.6144137161 4.6754368919 -7.4282324130.8403790885 -56.1315041339 1583.4182011658 1.563458069E-014 -3465.302572028 39.7842241067 -130.84038
-1007.1053830082 172.0516321894 -1.8568108E-014 2014.2107660163 2.56745800E-014 121.9447224614 -1007.1054-180.9162157692 77.6144137161 -3465.302572028 -2.16183199E-014 10277.80546151 -55.0106268634 180.91622
-5.2648947425 4.6754368919 39.7842241067 121.9447224614 -55.0106268634 448.6333356662 -116.67983104.9086041184 -7.4282323619 -130.8403790885 -1007.1053830082 180.9162157692 -116.679827719 902.19678
7.4282323619 -6.5965671348 -56.1315041339 -172.0516321894 77.6144137161 -951.943926479 164.623421 23 25
-1259.0754578293 -3593.443292454 -1259.0754578291135.5961952046 2981.7511023603 1135.5961952046
-
270 20 30 50 60 8
1757.0348668538 90 110 120 140 150 170 18
27
-
270 10 4
1082.8960063607 70 100 130 160 190 200 210 220 230 24
-1082.896006361 250 26
2899.4179604973 2727
-
4.778844458-13.9117063935-88.8781741664-0.1034075661
-42.2197977404219.8302540481-4.6754368919-7.42823236196.5965671348
56.1315041339172.0516321894-77.6144137161
-130.9520798817-164.6233998275184.7600997195
-
27-4.778844458 1
13.9117063935 41171.7741805271 7
0.1034075661 1042.2197977404 13
-219.8302540481 164.6754368919 197.4282323619 20
-6.5965671348 21-56.1315041339 22
-172.0516321894 2377.6144137161 24
-951.943926479 25164.6233998275 26
2714.6578607778 2727
-
3.30
4.30
6 6 6
0.6 0.3 0.3 0.6
0.3 0.6 0.6 0.3
F'C= 210 kg/cm2v= 0.2E= 2173706.5119 tn/m2G= 905711.0466368
1314
15
12
3
2526
27
8
7
45
6
2829
30
12
78
9
11
5
2
1617
18
1 2 3
5 6 7
1920
21
9 1110
1
4
3132
33
9
10
1011
12
2223
24
3435
36
8
4
12
3
6
13
14
-
DATOS DE VIGASELEMENTO N 01
COORDENADAS K1= 65211.1954 a= 0.150.6 XI= 0 K2= 797.11213 b= 0.30XF= 6 K3= 2211.98616
YI= 4.3 K4= 4023.303910.3 YF= 4.3 K5= 8253.21928
DATOS DE ELEM. N 01 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 1 2 3 4 5I= 0.0054 m4 1 65211.1954 0 0 -65211.1954 0L= 6 m 2 0 797.11213 2211.98616 0 -797.11213dL= 0.2 m 3 0 2211.98616 8253.21928 0 -2211.98616bL= 0.3 m 4 -65211.1954 0 0 65211.19536 0CL= 5.55 m 5 0 -797.11213 -2211.98616 0 797.11213AY= 0.15 6 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.2 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]=[
-
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.15 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL1 2 3 4 5
1 65211.1954 0 0 -65211.1954 02 0 797.11213 2331.55298 0 -797.112133 0 2331.55298 8934.75016 0 -2331.552984 -65211.1954 0 0 65211.19536 05 0 -797.11213 -2331.55298 0 797.112136 0 2451.1198 5054.56773 0 -2451.1198
ELEMENTO N 02
COORDENADAS K1= 65211.1954 a= 0.300.6 XI= 6 K2= 863.815972 b= 0.30XF= 12 K3= 2332.30312
YI= 4.3 K4= 4123.51192
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
0.3 YF= 4.3 K5= 8470.92495
DATOS DE ELEM. N 02 MATRIZ DE RIGIDEZ LOCALA= 0.180 m2 4 5 6 7 8I= 0.00540 m4 4 65211.1954 0 0 -65211.1954 0L= 6 m 5 0 863.815972 2332.30312 0 -863.815972dL= 0.3 m 6 0 2332.30312 8470.92495 0 -2332.30312bL= 0.3 m 7 -65211.1954 0 0 65211.19536 0CL= 5.4 m 8 0 -863.815972 -2332.30312 0 863.815972AY= 0.150 9 0 2332.30312 4123.51192 0 -2332.30312= 0.0355555556Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL4 5 6 7 8
4 65211.1954 0 0 -65211.1954 05 0 863.815972 2591.44792 0 -863.8159726 0 2591.44792 9948.05026 0 -2591.447927 -65211.1954 0 0 65211.19536 08 0 -863.815972 -2591.44792 0 863.8159729 0 2591.44792 5600.63724 0 -2591.44792
ELEMENTO N 03COORDENADAS K1= 65211.1954 a= 0.30
0.6 XI= 12 K2= 797.11213 b= 0.15XF= 18 K3= 2211.98616YI= 4.3 K4= 4023.30391
0.3 YF= 4.3 K5= 8253.21928
DATOS DE ELEM. N 03 MATRIZ DE RIGIDEZ LOCALA= 0.180 m2 7 8 9 10 11I= 0.00540 m4 7 65211.1954 0 0 -65211.1954 0L= 6 m 8 0 797.11213 2211.98616 0 -797.11213dL= 0.3 m 9 0 2211.98616 8253.21928 0 -2211.98616bL= 0.15 m 10 -65211.1954 0 0 65211.19536 0CL= 5.55 m 11 0 -797.11213 -2211.98616 0 797.11213AY= 0.150 12 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1
1][ ^=
1]=[
[ _1 ) ]=(
-
Cy= 0.00
-
1 0.00 0 0 00.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.15
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
-
MATRIZ DE RIGIDEZ GLOBAL7 8 9 10 11
7 65211.1954 0 0 -65211.1954 08 0 797.11213 2451.1198 0 -797.112139 0 2451.1198 9652.15107 0 -2451.1198
10 -65211.1954 0 0 65211.19536 011 0 -797.11213 -2451.1198 0 797.1121312 0 2331.55298 5054.56773 0 -2331.55298
ELEMENTO N 04
COORDENADAS K1= 65211.1954 a= 0.150.6 XI= 0 K2= 797.11213 b= 0.30XF= 6 K3= 2211.98616
YI= 7.6 K4= 4023.303910.3 YF= 7.6 K5= 8253.21928
DATOS DE ELEM. N 04 MATRIZ DE RIGIDEZ LOCALA= 0.180 m2 13 14 15 16 17I= 0.00540 m4 13 65211.1954 0 0 -65211.1954 0L= 6 m 14 0 797.11213 2211.98616 0 -797.11213dL= 0.2 m 15 0 2211.98616 8253.21928 0 -2211.98616bL= 0.3 m 16 -65211.1954 0 0 65211.19536 0CL= 5.55 m 17 0 -797.11213 -2211.98616 0 797.11213AY= 0.150 18 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1]=[
[ _1 ) ]=(
1]=[
-
1 0 0 0 00 1 0.2 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.15 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL13 14 15 16 17
13 65211.1954 0 0 -65211.1954 014 0 797.11213 2331.55298 0 -797.1121315 0 2331.55298 8934.75016 0 -2331.5529816 -65211.1954 0 0 65211.19536 017 0 -797.11213 -2331.55298 0 797.1121318 0 2451.1198 5054.56773 0 -2451.1198
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
1]=[
-
ELEMENTO N 05
COORDENADAS K1= 65211.1954 a= 0.300.6 XI= 6 K2= 863.815972 b= 0.30XF= 12 K3= 2332.30312
YI= 7.6 K4= 4123.511920.3 YF= 7.6 K5= 8470.92495
DATOS DE ELEM. N 05 MATRIZ DE RIGIDEZ LOCALA= 0.180 m2 16 17 18 19 20I= 0.00540 m4 16 65211.1954 0 0 -65211.1954 0L= 6 m 17 0 863.815972 2332.30312 0 -863.815972dL= 0.3 m 18 0 2332.30312 8470.92495 0 -2332.30312bL= 0.3 m 19 -65211.1954 0 0 65211.19536 0CL= 5.4 m 20 0 -863.815972 -2332.30312 0 863.815972AY= 0.150 21 0 2332.30312 4123.51192 0 -2332.30312= 0.0355555556Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]=[
-
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL16 17 18 19 20
16 65211.1954 0 0 -65211.1954 017 0 863.815972 2591.44792 0 -863.81597218 0 2591.44792 9948.05026 0 -2591.4479219 -65211.1954 0 0 65211.19536 020 0 -863.815972 -2591.44792 0 863.81597221 0 2591.44792 5600.63724 0 -2591.44792
ELEMENTO N 06
COORDENADAS K1= 65211.1954 a= 0.300.6 XI= 12 K2= 797.11213 b= 0.15XF= 18 K3= 2211.98616
YI= 7.6 K4= 4023.303910.3 YF= 7.6 K5= 8253.21928
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 06 MATRIZ DE RIGIDEZ LOCALA= 0.180 m2 19 20 21 22 23I= 0.00540 m4 19 65211.1954 0 0 -65211.1954 0L= 6 m 20 0 797.11213 2211.98616 0 -797.11213dL= 0.3 m 21 0 2211.98616 8253.21928 0 -2211.98616bL= 0.15 m 22 -65211.1954 0 0 65211.19536 0CL= 5.55 m 23 0 -797.11213 -2211.98616 0 797.11213AY= 0.150 24 0 2211.98616 4023.30391 0 -2211.98616= 0.0336596056Cx= 1 1 0.00 0 0 0Cy= 0.00 0.00 1 0 0 0
0 0 1 0 00 0 0 1 0.000 0 0 0.00 10 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.15
MATRIZ DE RIGIDEZ GLOBAL19 20 21 22 23
19 65211.1954 0 0 -65211.1954 020 0 797.11213 2451.1198 0 -797.1121321 0 2451.1198 9652.15107 0 -2451.119822 -65211.1954 0 0 65211.19536 023 0 -797.11213 -2451.1198 0 797.1121324 0 2331.55298 5054.56773 0 -2331.55298
DATOS DE COLUMNASELEMENTO N 07
COORDENADAS K1= 90992.3656 a= 0.00.6 XI= 0 K2= 541.448003 b= 0.3XF= 0 K3= 1082.89601
YI= 0 K4= 1432.166060.3 YF= 4.3 K5= 2899.41796
DATOS DE ELEM. N 07 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 25 26 27 1 2I= 0.00135 m4 25 90992.3656 0 0 -90992.3656 0L= 4.30 m 26 0 541.448003 1082.89601 0 -541.448003dL= 0.0 m 27 0 1082.89601 2899.41796 0 -1082.89601bL= 0.3 m 1 -90992.3656 0 0 90992.36562 0CL= 4 m 2 0 -541.448003 -1082.89601 0 541.448003AY= 0.15 3 0 1082.89601 1432.16606 0 -1082.89601= 0.0162Cx= 0
[ _1 ) ]=(
1][ ^=
1]=[
-
Cy= 1.00
-
0 1.00 0 0 0-1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
-
MATRIZ DE RIGIDEZ GLOBAL25 26 27 1 2
25 541.448003 0 -1082.89601 -541.448003 026 0 90992.3656 0 0 -90992.365627 -1082.89601 0 2899.41796 1082.896006 01 -541.448003 0 1082.89601 541.4480032 02 0 -90992.3656 0 0 90992.36563 -1245.33041 0 1757.03487 1245.330407 0
ELEMENTO N 08
COORDENADAS K1= 118565.81 a= 0.300.6 XI= 0 K2= 1727.63194 b= 0.30XF= 0 K3= 2332.30312
YI= 4.3 K4= 2061.755960.3 YF= 7.6 K5= 4235.46247
DATOS DE ELEM. N 08 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 1 2 3 13 14I= 0.00135 m4 1 118565.81 0 0 -118565.81 0L= 3.30 m 2 0 1727.63194 2332.30312 0 -1727.63194dL= 0.3 m 3 0 2332.30312 4235.46247 0 -2332.30312bL= 0.3 m 13 -118565.81 0 0 118565.8097 0CL= 2.7 m 14 0 -1727.63194 -2332.30312 0 1727.63194AY= 0.15 15 0 2332.30312 2061.75596 0 -2332.30312= 0.0355555556Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1]=[
[ _1 ) ]=(
1]=[
-
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL1 2 3 13 14
1 1727.63194 0 -2850.59271 -1727.63194 02 0 118565.81 0 0 -118565.813 -2850.59271 0 5790.33122 2850.592708 0
13 -1727.63194 0 2850.59271 1727.631944 014 0 -118565.81 0 0 118565.8115 -2850.59271 0 3616.62471 2850.592708 0
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
1]=[
-
ELEMENTO N 09
COORDENADAS K1= 90992.3656 a= 0.00.3 XI= 6 K2= 2066.94012 b= 0.3XF= 6 K3= 4133.88025
0.6 YI= 0 K4= 5333.2567YF= 4.3 K5= 11202.2643
DATOS DE ELEM. N 09 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 28 29 30 4 5I= 0.0054 m4 28 90992.3656 0 0 -90992.3656 0L= 4.30 m 29 0 2066.94012 4133.88025 0 -2066.94012dL= 0.0 m 30 0 4133.88025 11202.2643 0 -4133.88025bL= 0.3 m 4 -90992.3656 0 0 90992.36562 0CL= 4 m 5 0 -2066.94012 -4133.88025 0 2066.94012AY= 0.15 6 0 4133.88025 5333.2567 0 -4133.88025= 0.0648Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]=[
-
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL28 29 30 4 5
28 2066.94012 0 -4133.88025 -2066.94012 029 0 90992.3656 0 0 -90992.365630 -4133.88025 0 11202.2643 4133.880247 04 -2066.94012 0 4133.88025 2066.940123 05 0 -90992.3656 0 0 90992.36566 -4753.96228 0 6573.42078 4753.962284 0
ELEMENTO N 10
COORDENADAS K1= 118565.81 a= 0.300.3 XI= 6 K2= 6265.18666 b= 0.30XF= 6 K3= 8458.00199
0.6 YI= 4.3 K4= 7070.88967YF= 7.6 K5= 15765.7157
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 10 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 4 5 6 16 17I= 0.0054 m4 4 118565.81 0 0 -118565.81 0L= 3.30 m 5 0 6265.18666 8458.00199 0 -6265.18666dL= 0.3 m 6 0 8458.00199 15765.7157 0 -8458.00199bL= 0.3 m 16 -118565.81 0 0 118565.8097 0CL= 2.7 m 17 0 -6265.18666 -8458.00199 0 6265.18666AY= 0.15 18 0 8458.00199 7070.88967 0 -8458.00199= 0.1422222222Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
[ _1 ) ]=(
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL4 5 6 16 17
4 6265.18666 0 -10337.558 -6265.18666 05 0 118565.81 0 0 -118565.816 -10337.558 0 21404.3837 10337.55799 0
16 -6265.18666 0 10337.558 6265.186661 017 0 -118565.81 0 0 118565.8118 -10337.558 0 12709.5577 10337.55799 0
ELEMENTO N 11COORDENADAS K1= 90992.3656 a= 0.0
0.3 XI= 12 K2= 2066.94012 b= 0.3XF= 12 K3= 4133.880250.6 YI= 0 K4= 5333.2567
YF= 4.3 K5= 11202.2643
DATOS DE ELEM. N 11 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 31 32 33 7 8I= 0.0054 m4 31 90992.3656 0 0 -90992.3656 0L= 4.30 m 32 0 2066.94012 4133.88025 0 -2066.94012dL= 0.0 m 33 0 4133.88025 11202.2643 0 -4133.88025bL= 0.3 m 7 -90992.3656 0 0 90992.36562 0CL= 4 m 8 0 -2066.94012 -4133.88025 0 2066.94012AY= 0.15 9 0 4133.88025 5333.2567 0 -4133.88025= 0.0648Cx= 0
1][ ^=
1]=[
[ _1 ) ]=(
-
Cy= 1.00
-
0 1.00 0 0 0-1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
-
MATRIZ DE RIGIDEZ GLOBAL31 32 33 7 8
31 2066.94012 0 -4133.88025 -2066.94012 032 0 90992.3656 0 0 -90992.365633 -4133.88025 0 11202.2643 4133.880247 07 -2066.94012 0 4133.88025 2066.940123 08 0 -90992.3656 0 0 90992.36569 -4753.96228 0 6573.42078 4753.962284 0
ELEMENTO N 12
COORDENADAS K1= 118565.81 a= 0.300.3 XI= 12 K2= 6265.18666 b= 0.30XF= 12 K3= 8458.00199
0.6 YI= 4.3 K4= 7070.88967YF= 7.6 K5= 15765.7157
DATOS DE ELEM. N 12 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 7 8 9 19 20I= 0.0054 m4 7 118565.81 0 0 -118565.81 0L= 3.30 m 8 0 6265.18666 8458.00199 0 -6265.18666dL= 0.3 m 9 0 8458.00199 15765.7157 0 -8458.00199bL= 0.3 m 19 -118565.81 0 0 118565.8097 0CL= 2.7 m 20 0 -6265.18666 -8458.00199 0 6265.18666AY= 0.15 21 0 8458.00199 7070.88967 0 -8458.00199= 0.1422222222Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1]=[
[ _1 ) ]=(
1]=[
-
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL7 8 9 19 20
7 6265.18666 0 -10337.558 -6265.18666 08 0 118565.81 0 0 -118565.819 -10337.558 0 21404.3837 10337.55799 0
19 -6265.18666 0 10337.558 6265.186661 020 0 -118565.81 0 0 118565.8121 -10337.558 0 12709.5577 10337.55799 0
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
1][ ^=
1]=[
-
ELEMENTO N 13
COORDENADAS K1= 90992.3656 a= 0.00.6 XI= 18 K2= 541.448003 b= 0.3XF= 18 K3= 1082.89601
YI= 0 K4= 1432.166060.3 YF= 4.3 K5= 2899.41796
DATOS DE ELEM. N 13 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 34 35 36 10 11I= 0.00135 m4 34 90992.3656 0 0 -90992.3656 0L= 4.30 m 35 0 541.448003 1082.89601 0 -541.448003dL= 0.0 m 36 0 1082.89601 2899.41796 0 -1082.89601bL= 0.3 m 10 -90992.3656 0 0 90992.36562 0CL= 4 m 11 0 -541.448003 -1082.89601 0 541.448003AY= 0.15 12 0 1082.89601 1432.16606 0 -1082.89601= 0.0162Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
[ _1 ) ]=(
1]=[
1]=[
-
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
1 0 0 0 00 1 0 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL34 35 36 10 11
34 541.448003 0 -1082.89601 -541.448003 035 0 90992.3656 0 0 -90992.365636 -1082.89601 0 2899.41796 1082.896006 010 -541.448003 0 1082.89601 541.4480032 011 0 -90992.3656 0 0 90992.365612 -1245.33041 0 1757.03487 1245.330407 0
ELEMENTO N 14
COORDENADAS K1= 118565.81 a= 0.300.3 XI= 18 K2= 6265.18666 b= 0.30XF= 18 K3= 8458.00199
YI= 4.3 K4= 7070.889670.6 YF= 7.6 K5= 15765.7157
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1][ ^=
1][ ^=
1]=[
-
DATOS DE ELEM. N 14 MATRIZ DE RIGIDEZ LOCALA= 0.18 m2 10 11 12 22 23I= 0.0054 m4 10 118565.81 0 0 -118565.81 0L= 3.30 m 11 0 6265.18666 8458.00199 0 -6265.18666dL= 0.3 m 12 0 8458.00199 15765.7157 0 -8458.00199bL= 0.3 m 22 -118565.81 0 0 118565.8097 0CL= 2.7 m 23 0 -6265.18666 -8458.00199 0 6265.18666AY= 0.15 24 0 8458.00199 7070.88967 0 -8458.00199= 0.1422222222Cx= 0 0 1.00 0 0 0Cy= 1.00 -1.00 0 0 0 0
0 0 1 0 00 0 0 0 1.000 0 0 -1.00 00 0 0 0 0
1 0 0 0 00 1 0.3 0 00 0 1 0 00 0 0 1 00 0 0 0 10 0 0 0 0
0 -1 0 0 01 0 0 0 00 0 1 0 00 0 0 0 -10 0 0 1 00 0 0 0 0
[ _1 ) ]=(
1]=[
1]= 1] 1] [ 1) 1 1][ [ ^ [ ^ ( ][ ][
1]=[
1][ ^=
-
1 0 0 0 00 1 0 0 00 0.3 1 0 00 0 0 1 00 0 0 0 10 0 0 0 -0.3
MATRIZ DE RIGIDEZ GLOBAL10 11 12 22 23
10 6265.18666 0 -10337.558 -6265.18666 011 0 118565.81 0 0 -118565.8112 -10337.558 0 21404.3837 10337.55799 022 -6265.18666 0 10337.558 6265.186661 023 0 -118565.81 0 0 118565.8124 -10337.558 0 12709.5577 10337.55799 0
1][ ^=
1]=[
-
0.6
0.25
0.6
0.3
-
DATOS DE VIGASELEMENTO N 01
MATRIZ DE RIGIDEZ LOCAL60
2211.986164023.30391
0-2211.986168253.21928
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL60
2451.11985054.56773
0-2451.11989652.15107
ELEMENTO N 02
-
MATRIZ DE RIGIDEZ LOCAL90
2332.303124123.51192
0-2332.303128470.92495
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL90
2591.447925600.63724
0-2591.447929948.05026
ELEMENTO N 03
MATRIZ DE RIGIDEZ LOCAL120
2211.986164023.30391
0-2211.986168253.21928
-
000001
0000
-0.151
000001
000001
-
MATRIZ DE RIGIDEZ GLOBAL120
2331.552985054.56773
0-2331.552988934.75016
ELEMENTO N 04
MATRIZ DE RIGIDEZ LOCAL180
2211.986164023.30391
0-2211.986168253.21928
000001
-
0000
-0.31
000001
000001
MATRIZ DE RIGIDEZ GLOBAL180
2451.11985054.56773
0-2451.11989652.15107
-
ELEMENTO N 05
MATRIZ DE RIGIDEZ LOCAL210
2332.303124123.51192
0-2332.303128470.92495
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL210
2591.447925600.63724
0-2591.447929948.05026
ELEMENTO N 06
-
MATRIZ DE RIGIDEZ LOCAL240
2211.986164023.30391
0-2211.986168253.21928
000001
0000
-0.151
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL240
2331.552985054.56773
0-2331.552988934.75016
DATOS DE COLUMNASELEMENTO N 07
MATRIZ DE RIGIDEZ LOCAL30
1082.896011432.16606
0-1082.896012899.41796
-
000001
0000
-0.31
000001
000001
-
MATRIZ DE RIGIDEZ GLOBAL3
-1245.330410
1757.034871245.33041
03597.88588
ELEMENTO N 08
MATRIZ DE RIGIDEZ LOCAL150
2332.303122061.75596
0-2332.303124235.46247
000001
-
0000
-0.31
000001
000001
MATRIZ DE RIGIDEZ GLOBAL15
-2850.592710
3616.624712850.59271
05790.33122
-
ELEMENTO N 09
MATRIZ DE RIGIDEZ LOCAL60
4133.880255333.2567
0-4133.8802511202.2643
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL6
-4753.962280
6573.420784753.96228
013868.617
ELEMENTO N 10
-
MATRIZ DE RIGIDEZ LOCAL180
8458.001997070.88967
0-8458.0019915765.7157
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL18
-10337.5580
12709.557710337.558
021404.3837
ELEMENTO N 11
MATRIZ DE RIGIDEZ LOCAL90
4133.880255333.2567
0-4133.8802511202.2643
-
000001
0000
-0.31
000001
000001
-
MATRIZ DE RIGIDEZ GLOBAL9
-4753.962280
6573.420784753.96228
013868.617
ELEMENTO N 12
MATRIZ DE RIGIDEZ LOCAL210
8458.001997070.88967
0-8458.0019915765.7157
000001
-
0000
-0.31
000001
000001
MATRIZ DE RIGIDEZ GLOBAL21
-10337.5580
12709.557710337.558
021404.3837
-
ELEMENTO N 13
MATRIZ DE RIGIDEZ LOCAL120
1082.896011432.16606
0-1082.896012899.41796
000001
0000
-0.31
-
000001
000001
MATRIZ DE RIGIDEZ GLOBAL12
-1245.330410
1757.034871245.33041
03597.88588
ELEMENTO N 14
-
MATRIZ DE RIGIDEZ LOCAL240
8458.001997070.88967
0-8458.0019915765.7157
000001
0000
-0.31
000001
-
000001
MATRIZ DE RIGIDEZ GLOBAL24
-10337.5580
12709.557710337.558
021404.3837
-
MATRIZ GLOBAL 011 2 3 4 5 6 7 8 9 10 11 12 13
1 65211.1954 0 0 -65211.1954 0 02 0 797.11213 2331.55298 0 -797.11213 2451.11983 0 2331.55298 8934.75016 0 -2331.55298 5054.567734 -65211.1954 0 0 65211.1954 0 05 0 -797.11213 -2331.55298 0 797.11213 -2451.11986 0 2451.1198 5054.56773 0 -2451.1198 9652.15107789
101112131415161718192021222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 021 2 3 4 5 6 7 8 9 10 11 12 13
1234 65211.1954 0 0 -65211.1954 0 05 0 863.815972 2591.44792 0 -863.815972 2591.447926 0 2591.44792 9948.05026 0 -2591.44792 5600.637247 -65211.1954 0 0 65211.1954 0 08 0 -863.815972 -2591.44792 0 863.815972 -2591.447929 0 2591.44792 5600.63724 0 -2591.44792 9948.05026
-
101112131415161718192021222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 031 2 3 4 5 6 7 8 9 10 11 12 13
1234567 65211.1954 0 0 -65211.1954 0 08 0 797.11213 2451.1198 0 -797.11213 2331.552989 0 2451.1198 9652.15107 0 -2451.1198 5054.56773
10 -65211.1954 0 0 65211.1954 0 011 0 -797.11213 -2451.1198 0 797.11213 -2331.5529812 0 2331.55298 5054.56773 0 -2331.55298 8934.75016131415161718192021
-
222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 041 2 3 4 5 6 7 8 9 10 11 12 13
123456789
10111213 65211.195414 015 016 -65211.195417 018 0192021222324252627282930313233
-
343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 051 2 3 4 5 6 7 8 9 10 11 12 13
123456789
101112131415161718192021222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 061 2 3 4 5 6 7 8 9 10 11 12 13
1234
-
56789
101112131415161718192021222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 071 2 3 4 5 6 7 8 9 10 11 12 13
1 541.448003 0 1245.330412 0 90992.3656 03 1245.33041 0 3597.88588456789
10111213141516
-
171819202122232425 -541.448003 0 -1245.3304126 0 -90992.3656 027 1082.89601 0 1757.03487282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 081 2 3 4 5 6 7 8 9 10 11 12 13
1 1727.63194 0 -2850.59271 -1727.631942 0 118565.81 0 03 -2850.59271 0 5790.33122 2850.59271456789
10111213 -1727.63194 0 2850.59271 1727.6319414 0 -118565.81 0 015 -2850.59271 0 3616.62471 2850.5927116171819202122232425262728
-
2930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 091 2 3 4 5 6 7 8 9 10 11 12 13
1234 2066.94012 0 4753.962285 0 90992.3656 06 4753.96228 0 13868.617789
10111213141516171819202122232425262728 -2066.94012 0 -4753.9622829 0 -90992.3656 030 4133.88025 0 6573.42078313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 10
-
1 2 3 4 5 6 7 8 9 10 11 12 131234 6265.18666 0 -10337.5585 0 118565.81 06 -10337.558 0 21404.3837789
10111213141516 -6265.18666 0 10337.55817 0 -118565.81 018 -10337.558 0 12709.5577192021222324252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 111 2 3 4 5 6 7 8 9 10 11 12 13
1234567 2066.94012 0 4753.962288 0 90992.3656 09 4753.96228 0 13868.617
1011
-
1213141516171819202122232425262728293031 -2066.94012 0 -4753.9622832 0 -90992.3656 033 4133.88025 0 6573.42078343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 121 2 3 4 5 6 7 8 9 10 11 12 13
1234567 6265.18666 0 -10337.5588 0 118565.81 09 -10337.558 0 21404.3837
10111213141516171819 -6265.18666 0 10337.55820 0 -118565.81 021 -10337.558 0 12709.55772223
-
24252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 131 2 3 4 5 6 7 8 9 10 11 12 13
123456789
10 541.448003 0 1245.3304111 0 90992.3656 012 1245.33041 0 3597.8858813141516171819202122232425262728293031323334 -541.448003 0 -1245.3304135 0 -90992.3656 0
-
36 1082.89601 0 1757.034871 2 3 4 5 6 7 8 9 10 11 12 13
MATRIZ GLOBAL 141 2 3 4 5 6 7 8 9 10 11 12 13
123456789
10 6265.18666 0 -10337.55811 0 118565.81 012 -10337.558 0 21404.383713141516171819202122 -6265.18666 0 10337.55823 0 -118565.81 024 -10337.558 0 12709.5577252627282930313233343536
1 2 3 4 5 6 7 8 9 10 11 12 13
ENSAMBLAJE DE MATRIZ GLOBAL1 2 3 4 5 6 7 8 9 10 11 12 13
1 67480.2753 0 -1605.2623 -65211.1954 0 0 0 0 0 0 0 0 -1727.631942 0 210355.287 2331.55298 0 -797.11213 2451.1198 0 0 0 0 0 0 03 -1605.2623 2331.55298 18322.9673 0 -2331.55298 5054.56773 0 0 0 0 0 0 2850.592714 -65211.1954 0 0 138754.517 0 -5583.59571 -65211.1954 0 0 0 0 0 05 0 -797.11213 -2331.55298 0 211219.103 140.328116 0 -863.815972 2591.44792 0 0 0 06 0 2451.1198 5054.56773 -5583.59571 140.328116 54873.2021 0 -2591.44792 5600.63724 0 0 0 0
-
7 0 0 0 -65211.1954 0 0 138754.517 0 -5583.59571 -65211.1954 0 0 08 0 0 0 0 -863.815972 -2591.44792 0 211219.103 -140.328116 0 -797.11213 2331.55298 09 0 0 0 0 2591.44792 5600.63724 -5583.59571 -140.328116 54873.2021 0 -2451.1198 5054.56773 0
10 0 0 0 0 0 0 -65211.1954 0 0 72017.83 0 -9092.22758 011 0 0 0 0 0 0 0 -797.11213 -2451.1198 0 210355.287 -2331.55298 012 0 0 0 0 0 0 0 2331.55298 5054.56773 -9092.22758 -2331.55298 33937.0197 013 -1727.63194 0 2850.59271 0 0 0 0 0 0 0 0 0 66938.827314 0 -118565.81 0 0 0 0 0 0 0 0 0 0 015 -2850.59271 0 3616.62471 0 0 0 0 0 0 0 0 0 2850.5927116 0 0 0 -6265.18666 0 10337.558 0 0 0 0 0 0 -65211.195417 0 0 0 0 -118565.81 0 0 0 0 0 0 0 018 0 0 0 -10337.558 0 12709.5577 0 0 0 0 0 0 019 0 0 0 0 0 0 -6265.18666 0 10337.558 0 0 0 020 0 0 0 0 0 0 0 -118565.81 0 0 0 0 021 0 0 0 0 0 0 -10337.558 0 12709.5577 0 0 0 022 0 0 0 0 0 0 0 0 0 -6265.18666 0 10337.558 023 0 0 0 0 0 0 0 0 0 0 -118565.81 0 024 0 0 0 0 0 0 0 0 0 -10337.558 0 12709.5577 025 -541.448003 0 -1245.33041 0 0 0 0 0 0 0 0 0 026 0 -90992.3656 0 0 0 0 0 0 0 0 0 0 027 1082.89601 0 1757.03487 0 0 0 0 0 0 0 0 0 028 0 0 0 -2066.94012 0 -4753.96228 0 0 0 0 0 0 029 0 0 0 0 -90992.3656 0 0 0 0 0 0 0 030 0 0 0 4133.88025 0 6573.42078 0 0 0 0 0 0 031 0 0 0 0 0 0 -2066.94012 0 -4753.96228 0 0 0 032 0 0 0 0 0 0 0 -90992.3656 0 0 0 0 033 0 0 0 0 0 0 4133.88025 0 6573.42078 0 0 0 034 0 0 0 0 0 0 0 0 0 -541.448003 0 -1245.33041 035 0 0 0 0 0 0 0 0 0 0 -90992.3656 0 036 0 0 0 0 0 0 0 0 0 1082.89601 0 1757.03487 0
1 2 3 4 5 6 7 8 9 10 11 12 13
12 43 75 106 138 169 19
11 22
GL= 12 2514 GR= 2615 2717 2818 2920 3021 3123 3224 33
343536
-
2 3 5 6 8 9 11 12 14 15 17 18 202 210355.287 2331.55298 -797.11213 2451.1198 0 0 0 0 -118565.81 0 0 0 03 2331.55298 18322.9673 -2331.55298 5054.56773 0 0 0 0 0 3616.62471 0 0 05 -797.11213 -2331.55298 211219.103 140.328116 -863.815972 2591.44792 0 0 0 0 -118565.81 0 06 2451.1198 5054.56773 140.328116 54873.2021 -2591.44792 5600.63724 0 0 0 0 0 12709.5577 08 0 0 -863.815972 -2591.44792 211219.103 -140.328116 -797.11213 2331.55298 0 0 0 0 -118565.819 0 0 2591.44792 5600.63724 -140.328116 54873.2021 -2451.1198 5054.56773 0 0 0 0 0
11 0 0 0 0 -797.11213 -2451.1198 210355.287 -2331.55298 0 0 0 0 012 0 0 0 0 2331.55298 5054.56773 -2331.55298 33937.0197 0 0 0 0 014 -118565.81 0 0 0 0 0 0 0 119362.922 2331.55298 -797.11213 2451.1198 015 0 3616.62471 0 0 0 0 0 0 2331.55298 14725.0814 -2331.55298 5054.56773 017 0 0 -118565.81 0 0 0 0 0 -797.11213 -2331.55298 120226.738 140.328116 -863.81597218 0 0 0 12709.5577 0 0 0 0 2451.1198 5054.56773 140.328116 41004.585 -2591.4479220 0 0 0 0 -118565.81 0 0 0 0 0 -863.815972 -2591.44792 120226.73821 0 0 0 0 0 12709.5577 0 0 0 0 2591.44792 5600.63724 -140.32811623 0 0 0 0 0 0 -118565.81 0 0 0 0 0 -797.1121324 0 0 0 0 0 0 0 12709.5577 0 0 0 0 2331.552981 0 -1605.2623 0 0 0 0 0 0 0 -2850.59271 0 0 04 0 0 0 -5583.59571 0 0 0 0 0 0 0 -10337.558 07 0 0 0 0 0 -5583.59571 0 0 0 0 0 0 0
10 0 0 0 0 0 0 0 -9092.22758 0 0 0 0 013 0 2850.59271 0 0 0 0 0 0 0 2850.59271 0 0 016 0 0 0 10337.558 0 0 0 0 0 0 0 10337.558 019 0 0 0 0 0 10337.558 0 0 0 0 0 0 022 0 0 0 0 0 0 0 10337.558 0 0 0 0 025 0 -1245.33041 0 0 0 0 0 0 0 0 0 0 026 -90992.3656 0 0 0 0 0 0 0 0 0 0 0 027 0 1757.03487 0 0 0 0 0 0 0 0 0 0 028 0 0 0 -4753.96228 0 0 0 0 0 0 0 0 029 0 0 -90992.3656 0 0 0 0 0 0 0 0 0 030 0 0 0 6573.42078 0 0 0 0 0 0 0 0 031 0 0 0 0 0 -4753.96228 0 0 0 0 0 0 032 0 0 0 0 -90992.3656 0 0 0 0 0 0 0 033 0 0 0 0 0 6573.42078 0 0 0 0 0 0 034 0 0 0 0 0 0 0 -1245.33041 0 0 0 0 035 0 0 0 0 0 0 -90992.3656 0 0 0 0 0 036 0 0 0 0 0 0 0 1757.03487 0 0 0 0 0
2 3 5 6 8 9 11 12 14 15 17 18 20
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
0 0 -65211.1954 0 0797.11213 2331.55298 0 -797.11213 2451.1198
2331.55298 8934.75016 0 -2331.55298 5054.567730 0 65211.1954 0 0
-797.11213 -2331.55298 0 797.11213 -2451.11982451.1198 5054.56773 0 -2451.1198 9652.15107
-
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
65211.1954 0 0 -65211.1954 0 00 863.815972 2591.44792 0 -863.815972 2591.447920 2591.44792 9948.05026 0 -2591.44792 5600.63724
-65211.1954 0 0 65211.1954 0 00 -863.815972 -2591.44792 0 863.815972 -2591.447920 2591.44792 5600.63724 0 -2591.44792 9948.05026
14 15 16 17 18 19 20 21 22 23 24 25 26 27
14 15 16 17 18 19 20 21 22 23 24 25 26 27
-
65211.1954 0 0 -65211.1954 0 00 797.11213 2451.1198 0 -797.11213 2331.552980 2451.1198 9652.15107 0 -2451.1198 5054.56773
-65211.1954 0 0 65211.1954 0
