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ANALISIS DE LOS PORTICOS C-C Y 3-3
DATOS DE ESTRUCTURA
A-B B-C C-D D-E E-VOLADO
2.65 m. 4.10 m. 2.75 m. 4.35 m. 0.83 m. 4.35 m.
1-2 2-3 3-4 4-5 1-VOLADO
3.20 m. 3.48 m. 3.70 m. 2.25 m. 0.83 m. 3.70 m.
PREDIMENCIONAMIENTO DE ELEMENTOS ESTRUCTURALES
COLUMNAS
TIPO DE
COLUMNACOLUMNA
REA
TRIBUTARIA
(AT.m )
2 PISO (m)ANTEPENULTI
MO PISO (m) 2 PISO K 2 PISO (m)
3B 12.12 48.47 36.35 0.0011 0.053
2C 11.44 45.76 34.32 0.0011 0.050
3C 12.30 49.18 36.89 0.0011 0.054
4C 10.19 40.76 30.57 0.0011 0.0453D 12.74 50.98 38.23 0.0011 0.056
C2 1C 5.48 21.92 16.44 0.0014 0.0313A 4.76 19.03 14.27 0.0014 0.027
3E 10.77 43.08 32.31 0.0014 0.060
C4 5C 1.55 6.19 4.64 0.0021 0.013
TIPO DE
COLUMNAC1 C2 C3 C4
2 PISO 0.056 0.03 0.06 0.01
ANTEPENULTIMO PISO
0.050 0.04 0.07 0.02
1 PISO 0.31X0.31 0.25X0.25 0.32X0.32 0.18X0.18
2 PISO 0.24x0.24 0.18x0.18 0.25x0.25 0.11x0.11
ANTEPENULTI
MO PISO 0.22x0.22 0.2x0.2 0.27x0.27 0.14x0.14
C1 C2 C3 C4
0.094 0.060 0.100 0.034
0.25x0.38 0.25x0.24 0.25x0.40 0.25x0.14
0.25x0.40 0.25x0.25 0.25x0.40 0.25x0.25
VIGAS
t = L/12 t = L/9 PROMEDIO ASUMIDO
0.36 m. 0.48 m. 0.42 m. 0.40 m.
t = L/14 t = L/12 PROMEDIO ASUMIDO
0.26 m. 0.31 m. 0.29 m. 0.30 m.
JE PRINCIPAL
JE
SECUNDARIO
AT. ACUMULADA REA DE CO
AREA DE LA COLUMNA(m )
PERALTE (t)
LUZ MAYORDISTANCIA ENTRE EJES
SECCION ELEGIDA
TIPO DE COLUMNA
VIGA
PRINCIPAL
VIGA
SECUNDARIA
C1
C3
SECCION DE LAS COLUMNAS
AREA MODIFICADA DE
COLUMNASECCION CALCULADA
=
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b = t/2 b = 2t/3 ASUMIDO
0.20 m. 0.27 m. 0.25 m.
ASUMIDO
0.25 m.
LOSA ALIGERADA
LUZ MAYOR 3.70 m. 0.148 0.123333333
S/C = 200 kg/m 0.13214286
t=L/25 t=L/18 PROMEDIO ELEGIDO
0.15 m. 0.21 m. 0.18 m. 0.20 m.
S/C t=L/25 ELEGIDO150 kg/m 0.12 m. 0.17 m.
PERALTE (t=)
SECCIN FINAL DE LA
VIGABASE (b) 0.25 m.
b = t/2
ESPESOR DE LOZA TPICA
PERALTE (t=)
VIGA
PRINCIPAL
VIGA
SECUNDARIA
0.40m. x 0.25m.
0.30m. x 0.25m.
ESPESOR DE LOZA DE AZOTEA
0.15 m.
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ANTEPENUL
TIMO PISO
K
ANTEPENULTI
MO PISO (m)
0.0013 0.047
0.0013 0.045
0.0013 0.048
0.0013 0.0400.0013 0.050
0.0025 0.041
0.0022 0.031
0.0022 0.071
0.0040 0.019
UMNA (Ac)
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METRADO DE CARGAS PARA ANALISIS SISMICO
PESO DE EDIFICIO
NIVEL ZOTEA
SECCION V.P. 0.25 m. 0.40 m.
SECCION V.S. 0.25 m. 0.30 m. AREA CONSTRUIDA
Espesor de Losa 0.17 m. peso 280 kg/m AREA DE VANOSACABADOS (PISO Y CIELO
RAZO), espesor= 0.06 m. peso 2000 kg/m AREA DE VIGAS
PESO DE CONCRETO 2400 kg/m
ESPESOR DE MURO 0.15 m. PESO 1800 kg/m ALTURA
A-B B-C C-D D-E
2.40 m. 3.85 m. 2.50 m. 4.10 m.
1-2 2-3 3-4 4-5
2.95 m. 3.23 m. 3.45 m. 2.00 m.VIGAS CON COLUMNAS DE 40 cm
de peralte 2.80 m. 2.93 m. 3.30 m. 1.85 m.
PESO (kg.)
VIGA PRINCIPAL 14760.00
VIGA SECUNDARIA 9648.00
LOSA ALIGERADA 39827.62
MURO 17215.20
ACABADOS 17068.98= 98519.80 kg
2 NIVEL Y TIPICO
SECCION V.P. 0.25 m. 0.40 m.
SECCION V.S. 0.25 m. 0.30 m.
Espesor de Losa 0.20 m. peso 300 kg/mACABADOS (PISO Y CIELO
RAZO), espesor=0.06 m. peso 2000 kg/m
PESO DE CONCRETO 2400 kg/m
0.15 m.
0.25 m.
A-B B-C C-D D-E
2.40 m. 3.85 m. 2.50 m. 4.10 m.
1-2 2-3 3-4 4-5
2.95 m. 3.23 m. 3.45 m. 2.00 m.
2.80 m. 2.93 m. 3.30 m. 1.85 m.
PESO (kg.)
VIGA PRINCIPAL 14760.00
VIGA SECUNDARIA 9648.00
LOSA ALIGERADA 42672.45
MURO 78274.95
ACABADOS 17068.98
DISTANCIA DE VIGAS
JE PRINCIPAL
JE SECUNDARIO
ALTURASESPESOR DE MURO PESO 1800 kg/m
JE SECUNDARIO
DISTANCIA ENTRE EJES
JE PRINCIPAL
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= 162424.38 kg
SOBRE CARGA PESO (kg/m ) PESO (kg.)
2 Y TIPICO 200 kg/m 28448.30
5 100 kg/m 14224.15
COLUMNAS
ALTURA DE ENTRE PISO 2.66 m.
ALTURA DE 1 PISO 4.00 m.
TIPO DE COLUMNA C1 C2 C3 C4
SECCION 0.25x0.40 0.25x0.25 0.25x0.40 0.25x0.25
PESO (kg.)PESO PARA
4.00 m. (kg.)
C1, C3 0.25 0.40 638.40 960.00
C2, C4, 0.25 0.25 399.00 600.00
150.00
PISO C1, C3 C2, C4
1 10 13 17400
2 10 13 11571
3 10 13 11571
4 10 13 11571
5 10 13 11571
AZOTEA DE BORDE 0 12 1800
ESCALERAS
PASO (p ) 0.23 m.
CONTRA PASO (cp ) 0.18 m.
ANCHO (B) 1.00 m.
GARGANTA (t) 0.15 m.
= 0.674740942 3839'35''
PESO x PELDAO 152.33 kg
DESCANSO
espesor= 0.15 m.
largo = 2.05 m.
ancho = 1.10 m.
AREA T1
base = 0.28 m.altura = 0.22 m. 885.72
PISO PELDAOS PESO kg. DESCANZ + ESCALERA
1 16 2437.29 885.72 3323.009802
2 14 2132.63 885.72 3018.348577
3 14 2132.63 885.72 3018.348577
4 14 2132.63 885.72 3018.348577
5 14 2132.63 885.72 3018.348577
CANTIDAD DE COLUMNAS PESO kg.
SECCIONES
COLUMNAS DE BORDE AZOTEA PARA H=1.00 m.
=
NOTACIN:p = pasocp = contrapasot = espesor de la garganta
B = ancho del tramo inclinado
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CANTIDAD PESO
DESCANSO 5 4059
AREA T1 5 369.6
= 4428.6
PESO TOTAL DE ESCALERA 15396.40 kg
peso por m 677.02 kg/m
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179.15 m
6.21 m
30.70 m 39827.62
1.00 m.
E-VOLADO
0.70 m.
1-VOLADO
0.70 m.
AREA DE VIGA 15.375
A DE V. S. + C 15.325 30.7
AREA CONSTRUID 179.15 m
AREA DE VANOS 6.21 m
AREA DE VIGAS30.70 m
AREA DE LOSA 142.24 m
42672.45
E-VOLADO
0.70 m.
1-VOLADO
0.70 m.
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4428.6
+
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RESUMEN DEL PESO DE EDIFICIO
NIVELACABADOS Y
LOSAVIGAS COLUMNAS MUROS ESCALERAS
1 59741.43 24408.00 17400 78274.95 3323.01
2 59741.43 24408.00 11571 78274.95 3018.35
3 59741.43 24408.00 11571 78274.95 3018.35
4 59741.43 24408.00 11571 78274.95 3018.35
5 56896.60 24408.00 13371 17215.20 3018.35
TOTAL = 295862.32 122040.00 65484 330314.98 15396.40
PESO TOTAL DE EDIFICIO 957,115.05 kg. 957.12 kg
DETERMINACION DE LA CORTANTE BASAL
Z= 0.25
U= 1.00S= 1.20 Tp= 0.6 hn=
C= 3.59 T= 0.418 Ct=
R= 8.00
P= 957,115.05 kg.
V= 128,710.40 kg.
DETERMINACION DE FUERZAS HORIZONTALES
NIVEL hi Pi hi*Pi V Fi (kg.)
1 4 211595.68 846382.739 12844.05
2 6.66 205462.02 1368377.08 20765.43
3 9.32 205462.02 1914906.06 29059.14
4 11.98 205462.02 2461435.04 37352.84
5 14.64 129133.30 1890511.49 28688.94
= 8481612.41
RIGIDEZ DE COLUMNA
M. D.ELASTICIDAD 1
H.- 1 PISO 4.00 m.
H.-2 PISO Y TIPICO 2.66 m.
TIPO I -P.P. (cm ) I -P.S.(cm)C1, C3 0.25 0.40 0.00052083 0.001333333
C2, C4, 0.25 0.25 0.00032552 0.000325521
1 NIVEL 2 NIVEL 3 NIVEL 4 NIVEL 5 NIVEL
A1 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
A2 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
A3 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
SECCIONES
128,710.40 kg.
COLUMNAPORTICO PRINCIPAL
=
= .
=
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A4 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
B1 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
B2 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
B3 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
B4 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
C1 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
C2 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
C3 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
C4 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
C5 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
D1 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
D2 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
D3 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
D4 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
D5 0.0000109 0.0000163 0.0000163 0.0000163 0.0000163
E1 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
E2 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
E3 0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
= 0.000208876 0.000314099 0.0003141 0.0003141 0.0003141DISTRIBUCION DE FUERZAS SISMICAS EN PORTICO PRINCIPAL
NIVEL FUERZA (kg.)
3 1 2835.700
3 2 4584.576
3 3 6415.653
3 4 8246.730
3 5 6333.922
C 1 3530.246
C 2 5707.474
C 3 7987.035
C 4 10266.597
C 5 7885.286
PRINCIPA
L
SECUNDARIO
PORTICO
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S/C TOTAL
28448.30 211595.68
28448.30 205462.02
28448.30 205462.02
28448.30 205462.02
14224.15 129133.30
128017.35 957115.05
14.64
35
Fi (Tn)
12.84
20.77
29.06
37.35
28.69
1 NIVEL 2 NIVEL 3 NIVEL 4 NIVEL 5 NIVEL
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
PORTICO SECUNDARIO
. =
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0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000278 0.0000418 0.0000418 0.0000418 0.0000418
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.0000068 0.0000102 0.0000102 0.0000102 0.0000102
0.000428928 0.000645004 0.000645004 0.000645004 0.000645004
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C1 C2 C3 C4
4.00 16.00 0.0013 0.0025 0.0022 0.0040
6.00 36.00 0.0011 0.0020 0.0016 0.0028
8.00 64.00 0.0011 0.0017 0.0015 0.0023
4.00 16.00 0.0011 0.0014 0.0014 0.00216.00 36.00 0.0012 0.0014 0.0014 0.0015
8.00 64.00 0.0012 0.0014 0.0014 0.0015
Espesor del
al igerado
(m )
Peso pro pio
kgf /m
0.17 280
0.20 300
0.25 350
0.30 420
ANALISIS SISMICO
ZONA Z
1.00 0.1
2.00 0.25
3.00 0.35
4.00 0.45
TIPO DESCRIPCIN Tp S
S1 Roca o suelos 0.4 1
S2 Suelos interm 0.6 1.2
S3 Suelos flexibl 0.9 1.4
SOBRECAARGAS
USO REPARTIDA (kg/m )
Vivienda 200Tienda 500
oficina 250
restaurantes 400
FACTOR DE ZONA
PARAMETROS DE SUELO
segundo
Tipo de Columnarea tributara
Por pisoLuzPiso
Antepenlti
mo piso
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METRADO DE CARGAS
EDIFICIO
eje 1-1
Espesor de Losa 0.20 m. peso 300 kg/m
ACABADOS (PISO Y
CIELO RAZO), espesor=0.06 m. peso 2000 kg/m
PESO DE CONCRETO 2400 kg/m
ESPESOR DE MURO 0.15 m. PESO 1800 kg/m ALTURA 1.00 m.
EJE 3-3
Ancho tributario = 3.59 m.
SECCION V.P. 0.25 m. 0.40 m.
e. LOSA 0.20 m. peso = 300 kg/m
0.15 m. 290 kg/m0.25 m. 520 kg/m
ACABADOS PISO Y CIELO RAZO 0.06 m. 120 kg/m
VIGAS PISO-TECHO
2.26 m. 2.46 m.
S/C uso Vivienda 200 kg/m
CARGAS A-B B-C C-D D-E E-VOL
1440.59 kg/m 1440.59 kg/m 1440.59 kg/m 1440.59 kg/m 1440.59 kg/m
2454.40 kg/m 713.40 kg/m 1888.60 kg/m 1426.80 kg/m 1426.80 kg/m
1175.20 kg/m 713.40 kg/m
114.14 kg/m 948.82 kg/m 677.73 kg/m 1462.47 kg/m 1755.25 kg/m428.04 kg/m 428.04 kg/m
W.L. - S/C. 718.00 kg/m 718.00 kg/m 718.00 kg/m 718.00 kg/m 718.00 kg/m
1800.74 kg/m 1800.74 kg/m 1800.74 kg/m 1800.74 kg/m 1800.74 kg/m
3068.00 kg/m 891.75 kg/m 2360.75 kg/m 1783.50 kg/m 1783.50 kg/m
1469.00 kg/m 891.75 kg/m
142.68 kg/m 1186.03 kg/m 847.16 kg/m 1828.09 kg/m 2194.07 kg/m
535.05 kg/m 535.05 kg/m
1.25*W.L. - S/C. 897.50 kg/m 897.50 kg/m 897.50 kg/m 897.50 kg/m 897.50 kg/m
5766.24 kg/m 3589.99 kg/m 5058.99 kg/m 4481.74 kg/m
4167.24 kg/m 5950.74 kg/m 2698.24 kg/mespesor LOSA 0.17 m. peso 280 kg/m
s/c azotea 100 kg/m
CARGAS A-B B-C C-D D-E E-VOL
W. VIGA 240.00 kg/m 240.00 kg/m 240.00 kg/m 240.00 kg/m 240.00 kg/m
W. LOSA 1005.20 kg/m 1005.20 kg/m 1005.20 kg/m 1005.20 kg/m 1005.20 kg/m
W.ACABADOS 430.80 kg/m 430.80 kg/m 430.80 kg/m 430.80 kg/m 430.80 kg/m
290.00 kg/m 580.00 kg/m
MUROS
ALTURA-LIBRE PARA
PARA VIGA PRINCIPAL
VIGA O NIVEL TIPICO 2, 3, 4 y 5
W. D.
P.D.
VIGA DE AZOTEA
1.25*W. D.
1.25*P.D.
W.MURO
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1057.85 kg/m 891.75 kg/m 891.75 kg/m 253.75 kg/m
1.25*P.D. 490.46 kg/m 1203.86 kg/m1.25*W.L. - S/C. 856.25 kg/m 856.25 kg/m 856.25 kg/m 856.25 kg/m
5536.23 kg/m 4626.63 kg/m 4626.63 kg/m 2645.50 kg/m
2879.38 kg/m 3734.88 kg/m 3734.88 kg/m 2043.75 kg/m
espesor LOSA 0.17 m. peso 280 kg/ms/c azotea 100 kg/m
CARGAS 1-2 2-3 3-4 4-5
W. VIGA 180.00 kg/m 180.00 kg/m 180.00 kg/m 180.00 kg/m
W. LOSA 959.00 kg/m 959.00 kg/m 959.00 kg/m 959.00 kg/m
W.ACABADOS 411.00 kg/m 411.00 kg/m 411.00 kg/m 411.00 kg/m
290.00 kg/m 551.00 kg/m 580.00 kg/m
319.00 kg 160 kg
escalera de area 846 kg1.25
1550.00 kg/m 1550.00 kg/m 1550.00 kg/m 1550.00 kg/m
290.00 kg/m 551.00 kg/m 0.00 kg/m 580.00 kg/m
846.28 kg/m
319.00 kg/m 159.50 kg/m 0.00 kg/m
W.L. - S/C. 342.50 kg/m 342.50 kg/m 342.50 kg/m 342.50 kg/m
1937.50 kg/m 1937.50 kg/m 1937.50 kg/m 1937.50 kg/m
362.50 kg/m 688.75 kg/m 725.00 kg/m
1057.85 kg/m398.75 kg/m 199.38 kg/m 0.00 kg/m
1.25*W.L. - S/C. 428.13 kg/m 428.13 kg/m 428.13 kg/m 428.13 kg/m
3785.98 3054.38 2365.63 3090.63
3423.48
2365.625
1.25*W. D.
1.25*P.D.
P.MURO
TRANSVERSAL
W. D.
P.D.
W.MURO
LONGITUDINAL
VIGA DE AZOTEA
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ESPESOR PESO Kg/m2
0.15 290
0.25 520
CARGAS A-B B-C C-D D-E
W. D. 1440.59 1440.59 1440.59 1440.59
2454.4 713.4 1888.6 1426.8
1175.2 713.4
P.D. 114.144 948.822 677.73 1462.47428.04 428.04
W.L. - S/C. 718 718 718 718
2016.83 kg/m 2016.83 kg/m 2016.83 kg/m 2016.83 kg/m
3436.16 kg/m 998.76 kg/m 2644.04 kg/m 1997.52 kg/m
1645.28 kg/m 998.76 kg/m
159.80 kg/m 1328.35 kg/m 948.82 kg/m 2047.46 kg/m
599.26 kg/m 599.26 kg/m
1.7*W.L. - S/C. 1220.60 kg/m 1220.60 kg/m 1220.60 kg/m 1220.60 kg/m
6673.59 kg/m 4236.19 kg/m 5881.47 kg/m 5234.95 kg/m
4882.71 kg/m 6880.23 kg/m 3237.43 kg/m
PESO DE MUROS
1.4*W. D.
1.4*P.D.
VIGA O NIVEL TIPICO 2, 3, 4 y 5
= . + .
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E-VOL
1440.59
1426.8
1755.254
718
2016.83 kg/m
1997.52 kg/m
2457.36 kg/m
1220.60 kg/m
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ANALISIS POR TAKABEYA
RIGIDEZ RELATIVA
C1, C3 0.25 0.40
C2, C4, 0.25 0.25
VP 0.25 0.4VS 0.25 0.3 E=
RIGIDEZ RELATIVA
ELEMENTO SECCIN L E I
0.25x0.25 4 1 0.000326
0.25x0.40 4 1 0.001333
0.25x0.25 2.66 1 0.000326
0.25x0.40 2.66 1 0.001333
2.65 1 0.001333
4.1 1 0.001333
2.75 1 0.001333
4.35 1 0.001333
0.83 1 0.001333
COEFICIENTES DE GIRO
BARRA U BARRA U BARRA U BARRA
1-2 -0.5000 7-8 -0.5000 13-14 -0.5000 19-202-1 -0.0576 8-7 -0.1002 14-13 -0.1013 20-19
2-8 -0.3559 8-2 -0.1513 14-20 -0.1474 20-26
2-3 -0.0866 8-14 -0.0978 14-15 -0.1524 20-21
3-2 -0.0818 8-9 -0.1507 14-8 -0.0989 20-14
3-9 -0.3364 9-8 -0.1369 15-14 -0.1383 21-20
3-4 -0.0818 9-15 -0.0888 15-21 -0.1337 21-27
4-3 -0.0818 9-10 -0.1369 15-16 -0.1383 21-22
4-10 -0.3364 9-3 -0.1374 15-9 -0.0897 21-15
4-5 -0.0818 10-9 -0.1369 16-15 -0.1383 22-21
5-4 -0.0818 10-16 -0.0888 16-22 -0.1337 22-285-11 -0.3364 10-11 -0.1369 16-17 -0.1383 22-23
5-6 -0.0818 10-4 -0.1374 16-10 -0.0897 22-16
6-5 -0.0978 11-10 -0.1369 17-16 -0.1383 23-22
6-12 -0.4022 11-17 -0.0888 17-23 -0.1337 23-29
11-12 -0.1369 17-18 -0.1383 23-24
11-5 -0.1374 17-11 -0.0897 23-17
12-11 -0.1885 18-17 -0.1911 24-23
12-18 -0.1223 18-24 -0.1849 24-30
SECCIONES
1-2; 25-26
7-8, 13-14, 19-202-3; 3-4; 4-5; 5-6; 26-27; 27-
28;28-29; 29-308-9; 14-15; 20-21; 9-10; 15-16;
21-22;10-11;16-17;22-23;11-12;17-18;23-24
COLUMNAS
VIGAS 0.25x0.40
BARRA
2-8;3-9;4-10;5-11;6-12
8-14;9-15;10-16;11-17;12-18
14-20;15-21;16-22;17-23;18-24
20-26;21-27;22-28;23-29;24-30
26-V;27-V;28-V;29-V;30-V
=
=
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12-6 -0.1892 18-12 -0.1240 24-18
MOMENTOS DE EMPOTRAMIENTO PERFECTO
DISTRIBUIDA
PUNTUAL
LONGITUD
MOMENTOS + -
2-8=3-9=4-10=5-11 18713.800 -18713.800
8-14=9-15=10-16=11-17 5127.700 -5127.700
14-20=15-21=16-22=17-23 5041.200 -5040.900
20-26=21-27=22-28=23-29 5306.800 -6079.800
6-12 9814.900 -9814.900
12-18 4538.400 -4538.400
18-24 6139.600 -6139.600
24-30 6599.500 -6599.500
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2173706512
K K final
0.000081 1.000
0.000333 4.096
0.000122 1.504
0.000501 6.159
0.000503 6.183
0.000325 3.996
0.000485 5.958
0.000307 3.766
0.001606 19.740
U BARRA U
-0.5000 25-26 -0.5000
-0.1025 26-25 -0.0797
-0.0943 26-27 -0.1199
-0.1541 26-20 -0.3003
-0.1491 27-26 -0.1110
-0.1397 27-28 -0.1110
-0.0854 27-21 -0.2780
-0.1397 28-27 -0.1110
-0.1351 28-29 -0.1110
-0.1397 28-22 -0.2780
-0.0854 29-28 -0.1110-0.1397 29-30 -0.1110
-0.1351 29-23 -0.2780
-0.1397 30-29 -0.1427
-0.0854 30-24 -0.3573
-0.1397
-0.1351
-0.1939
-0.1186
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-0.1875
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PRTICO 3-3 / COMBINACIN U=1.25(CM+CV)-C
11772.924 9814.9 -9814.9 4538.4 -4538.4 6139.6 -6139.6 6599.5 -6599.5
6 3.182 12 4.677 18 4.025 24 1.000 30-0.0978 -0.1420 -0.1010 -0.1480 -0.1400 -0.1210 -0.1550 -0.0380 -0.0560
-685.6853 ITER -0.1260 222.9381 ITER -0.1990 -63.1537 ITER -0.1530 -25.5500 ITER -0.2220
-604.923 1 314.435 1 7.604 1 34.536 1
H= 2.70 -585.891 2 353.846 2 64.154 2 78.186 2
3.975 -571.137 3 3.975 377.341 3 3.975 101.263 3 3.975 106.084 3 3.975
-0.300 -562.431 4 -0.300 390.756 4 -0.300 123.130 4 -0.300 122.698 4 -0.300
-556.944 5 399.149 5 136.509 5 132.961 5
-553.424 6 404.579 6 145.027 6 139.517 6
-551.175 7 408.057 7 150.486 7 143.715 7
-549.757 8 410.239 8 153.944 8 146.363 8
-548.878 9 411.577 9 156.093 9 148.002 9
-548.344 10 412.382 10 157.403 10 148.997 10
-548.025 11 412.857 11 158.187 11 149.589 11
-547.837 12 413.135 12 158.649 12 149.937 12
-547.728 13 413.294 13 158.918 13 150.139 13
-547.665 14 413.386 14 159.072 14 150.254 14
-547.629 15 413.437 15 159.161 15 150.320 15
-547.609 16 413.467 16 159.211 16 150.358 16
-547.598 17 413.483 17 159.239 17 150.379 17
-547.591 18 413.492 18 159.255 18 150.391 18
-547.588 19 413.497 19 159.264 19 150.397 19
-547.586 20 413.500 20 159.269 20 150.401 20
-547.584 21 413.502 21 159.272 21 150.403 21 -547.584 22 413.503 22 159.273 22 150.404 22
-547.584 23 413.503 23 159.274 23 150.405 23
-547.583 24 413.503 24 159.274 24 150.405 24
-547.583 25 413.504 25 159.275 25 150.405 25
-0.1780 -0.1260 -0.1190 -0.1530 -0.2220
10128.181 18713.8 -18713.8 5127.7 -5127.7 5041.2 -5040.9 5306.8 -6079.8
5 3.182 11 4.677 17 4.025 23 1.000 29
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PRTICO 3-3 / COMBINACIN U=1.25(CM+CV)--0.1780 -0.1420 -0.1010 -0.1480 -0.1400 -0.1210 -0.1550 -0.0380 -0.0560
-840.5408 ITER -0.1260 429.695 ITER -0.1990 2.5973 ITER -0.1530 -10.2466 ITER -0.2220
-349.587 1 632.585 1 238.427 1 234.512 1
H= 2.70 -156.428 2 741.965 2 410.535 2 396.403 2
3.975 -36.363 3 3.975 805.361 3 3.975 509.101 3 3.975 489.631 3 3.975
-0.300 39.256 4 -0.300 847.050 4 -0.300 571.535 4 -0.300 547.888 4 -0.300
87.239 5 873.904 5 611.846 5 585.041 5
117.503 6 890.706 6 637.416 6 608.495 6
136.338 7 901.001 7 653.257 7 623.028 7
147.852 8 907.198 8 662.857 8 631.859 8
154.765 9 910.872 9 668.567 9 637.132 9 158.851 10 913.022 10 671.910 10 640.234 10
164.396 20 915.901 20 676.379 20 644.416 20
164.403 21 915.904 21 676.385 21 644.422 21
164.408 22 915.907 22 676.388 22 644.425 22
164.410 23 915.908 23 676.390 23 644.427 23
164.411 24 915.908 24 676.391 24 644.428 24
164.412 25 915.909 25 676.392 25 644.428 25
-0.1780 -0.1260 -0.1190 -0.1530 -0.2220
7708.173 18713.8 -18713.8 5127.7 -5127.7 5041.2 -5040.9 5306.8 -6079.8
4 3.182 10 4.677 16 4.025 22 1.000 28-0.1780 -0.1420 -0.1010 -0.1480 -0.1400 -0.1210 -0.1550 -0.0380 -0.0560
-840.5408 ITER -0.1260 429.6951 ITER -0.1990 2.5973 ITER -0.1530 -10.2466 ITER -0.2220
-127.982 1 731.291 1 379.705 1 387.211 1
H= 2.70 105.835 2 901.452 2 599.089 2 616.528 2 3.975 286.174 3 3.975 1021.648 3 3.975 756.175 3 3.975 765.652 3 3.975
-0.300 400.383 4 -0.300 1095.261 4 -0.300 858.707 4 -0.300 862.154 4 -0.300
470.367 5 1138.439 5 920.593 5 921.029 5
511.916 6 1163.569 6 956.643 6 955.753 6
535.940 7 1178.064 7 977.219 7 975.819 7
549.581 8 1186.350 8 988.816 8 987.262 8
557.239 9 1191.053 9 995.301 9 993.729 9
561.509 10 1193.707 10 998.910 10 997.360 10
566.804 20 1197.072 20 1003.384 20 1001.926 20
566.811 21 1197.076 21 1003.390 21 1001.932 21
566.814 22 1197.078 22 1003.392 22 1001.935 22
566.816 23 1197.079 23 1003.394 23 1001.936 23
566.817 24 1197.080 24 1003.395 24 1001.937 24
566.818 25 1197.081 25 1003.396 25 1001.938 25
-0.1780 -0.1260 -0.1190 -0.1530 -0.22205288.165 18713.8 -18713.8 5127.7 -5127.7 5041.2 -5040.9 5306.8 -6079.8
3 3.182 9 4.677 15 4.025 21 1.000 27-0.1780 -0.1420 -0.1010 -0.1480 -0.1400 -0.1210 -0.1550 -0.0380 -0.0560
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PRTICO 3-3 / COMBINACIN U=1.25(CM+CV)--840.5408 ITER -0.1260 429.695 ITER -0.1990 2.5973 ITER -0.1530 -10.2466 ITER -0.2220
-6.573 1 775.046 1 495.968 1 442.277 1
H= 2.70 402.072 2 1045.067 2 926.391 2 804.864 2
3.975 658.927 3 3.975 1178.405 3 3.975 1154.511 3 3.975 1013.041 3 3.975
-0.300 796.888 4 -0.300 1250.252 4 -0.300 1270.333 4 -0.300 1124.762 4 -0.300
870.079 5 1290.046 5 1329.959 5 1183.695 5
908.334 6 1311.860 6 1360.986 6 1214.893 6
928.335 7 1323.699 7 1377.245 7 1231.477 7
938.867 8 1330.099 8 1385.825 8 1240.323 8
944.459 9 1333.558 9 1390.385 9 1245.058 9
947.450 10 1335.429 10 1392.826 10 1247.603 10 950.967 20 1337.649 20 1395.694 20 1250.599 20
950.970 21 1337.652 21 1395.697 21 1250.602 21
950.973 22 1337.653 22 1395.699 22 1250.604 22
950.974 23 1337.654 23 1395.700 23 1250.605 23
950.974 24 1337.654 24 1395.701 24 1250.606 24
950.975 25 1337.655 25 1395.701 25 1250.606 25
-0.2250 -0.1470 -0.1380 -0.1860 -0.2990
2892.048 18713.8 -18713.8 5127.7 -5127.7 5041.2 -5040.9 5306.8 -6079.8
2 3.182 8 4.677 14 4.025 20 1.000 26-0.0860 -0.1800 -0.1180 -0.1730 -0.1630 -0.1400 -0.1880 -0.0943 -0.0750
-1059.7916 ITER -0.0620 502.9653 ITER -0.0580 3.0141 ITER -0.0780 -12.4578 ITER -0.1260
194.124 1 1213.231 1 553.239 1 847.355 1
H= 3.20 487.401 2 1438.629 2 708.856 2 1109.821 2
1.672 638.912 3 1.672 1542.506 3 1.672 772.520 3 1.672 1205.207 3 1.672 -0.300 698.421 4 -0.300 1594.834 4 -0.300 803.573 4 -0.300 1253.405 4 -0.300
725.155 5 1620.131 5 818.369 5 1277.733 5
737.874 6 1632.487 6 825.617 6 1290.112 6
744.269 7 1638.634 7 829.262 7 1296.394 7
747.582 8 1641.754 8 831.150 8 1299.602 8
749.325 9 1643.362 9 832.147 9 1301.262 9
750.251 10 1644.202 10 832.678 10 1302.130 10
751.321 20 1645.159 20 833.296 20 1303.123 20
751.322 21 1645.160 21 833.297 21 1303.124 21
751.323 22 1645.160 22 833.297 22 1303.124 22
751.323 23 1645.161 23 833.298 23 1303.125 23
751.323 24 1645.161 24 833.298 24 1303.125 24
751.324 25 1645.161 25 833.298 25 1303.125 25
-0.5 -0.5 -0.5 -0.5 -0.5
1 7 13 19 25
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MOMENTOS FINALES
+ - ELEMENTO SECCIN
18713.800 -18713.800 0.25x0.25
5127.700 5127.700 0.25x0.50
5041.200 5041.200 0.25x0.25
5306.800 -6079.8000.25x0.35
9814.900 -9814.900
4514.900 4514.900
6139.600 -6139.600
4011.176 6599.500
2 751.324 1 -9481.910 1-2 -8730.586
3 950.975 2 -6692.308 2-3 -4810.909
4 566.818 3 -5757.647 3-4 -3732.878
5 164.412 4 -4219.225 4-5 -3315.536
6 -547.583 5 -2176.483 5-6 -2718.600
8 1645.161 7-8 -21504.039
9 1337.655 8-9 -6713.205
10 1197.081 9-10 -6130.856
11 915.909 10-11 -2956.571
12 413.504 11-12 223.862
14 833.298 13-14 -23731.791
15 1395.701 14-15 -11804.796
16 1003.396 15-16 -6383.185
17 676.392 16-17 -4995.209
18 159.275 17-18 -2160.710
20 1303.125 19-20 -22442.585
21 1250.606 20-21 -9220.889
22 1001.938 21-22 -7331.624
23 644.428 22-23 -5108.635
24 150.405 23-24 -2397.44326 2965.330 25-26 -6516.579
27 1973.211 26-27 1375.125
28 1810.789 27-28 -0.495
29 1124.180 28-29 597.616
30 888.455 29-30 1089.976
2-8 33366.847
3-9 33794.158
12-18
18-24
24-30
COLUMNAS
MOMENTOS
2-8=3-9=4-10=5-11
8-14=9-15=10-16=11-17
14-20=15-21=16-22=17-23
20-26=21-27=22-28=23-29
6-12
VIGAS 0.25x0.50
C
O
LU
M
N
A
S
MOMENTOS FINDESPLAZAMIENTOSGIROS
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4-10 29563.282
5-11 24508.031
6-12 6641.760
8-14 33353.878
9-15 32993.765
10-16 28383.974
11-17 22296.39312-18 11266.000
14-20 22518.007
15-21 28828.417
16-22 22747.569
17-23 16794.789
18-24 8899.398
20-26 36931.091
21-27 30703.623
22-28 26958.838
23-29 19003.195
24-30 10761.446
V
IG
A
S
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K final
1.000
2.744
1.135
3.252
4.655
6.845
5.885
5.676
1.000
2-1 -7979.263 -4177.46225
3-2 -4584.304 -3532.03492
4-3 -4168.896 -2970.59188
5-4 -3772.267 -2664.58765
6-5 -3526.715 -2347.86265
8-7 -16989.717 -9623.43888
9-8 -7713.216 -5423.46657
10-9 -6588.002 -4781.52553
11-10 -3870.942 -2566.73421
12-11 -1409.960 -445.901316
14-13 -21445.222 -11294.2533
15-14 -9975.861 -8188.21695
16-15 -7658.963 -5279.00297
17-16 -6058.625 -4155.57661
18-17 -3842.375 -2256.79892
20-19 -18866.810 -10327.3489
21-20 -9391.681 -6997.20703
22-21 -8140.293 -5816.51014
23-22 -6271.256 -4278.15426
24-23 -4004.006 -2406.5598626-25 -3551.249 -2516.95715
27-26 249.069 610.599128
28-27 -184.843 -69.6757827
29-28 -181.686 156.364862
30-29 822.428 718.949053
8-2 100.060
9-3 -1833.448
BARRA
1-2; 25-26
7-8, 13-14, 19-20
2-3; 3-4; 4-5; 5-6; 26-27; 27-8-9; 14-15; 20-21; 9-10; 15-
16; 21-22;10-11;16-17;22-
23;11-12;17-18;23-242-8;3-9;4-10;5-11;6-12
8-14;9-15;10-16;11-17;12-18
14-20;15-21;16-22;17-23;18-
0-26;21-27;22-28;23-29;24-30
26-V;27-V;28-V;29-V;30-V
ALES
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10-4 -4930.444
11-5 -9421.351
12-6 -8514.181
14-8 27796.675
15-9 33391.092
16-10 27058.201
17-11 20656.89718-12 9525.803
20-14 25282.940
21-15 27974.532
22-16 22738.990
23-17 16606.685
24-18 -3431.998
26-20 34979.168
27-21 23418.528
28-22 20163.279
29-23 10339.666
30-24 17538.938
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2 3 4 5 6 8 9 10 11 12 14 15 16 17 18 20
-1.000 -0.225 0.000 0.000 0.000 -0.180 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-0.178 -1.000 -0.178 0.000 0.000 0.000 -0.142 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 -0.178 -1.000 -0.178 0.000 0.000 0.000 -0.142 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 -0.178 -1.000 -0.178 0.000 0.000 0.000 -0.142 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 -0.098 -1.000 0.000 0.000 0.000 0.000 -0.142 0.000 0.000 0.000 0.000 0.000 0.000-0.118 0.000 0.000 0.000 0.000 -1.000 -0.147 0.000 0.000 0.000 -0.173 0.000 0.000 0.000 0.000 0.000
0.000 -0.101 0.000 0.000 0.000 -0.126 -1.000 -0.126 0.000 0.000 0.000 -0.148 0.000 0.000 0.000 0.000
0.000 0.000 -0.101 0.000 0.000 0.000 -0.126 -1.000 -0.126 0.000 0.000 0.000 -0.148 0.000 0.000 0.000
0.000 0.000 0.000 -0.101 0.000 0.000 0.000 -0.126 -1.000 -0.126 0.000 0.000 0.000 -0.148 0.000 0.000
0.000 0.000 0.000 0.000 -0.101 0.000 0.000 0.000 -0.126 -1.000 0.000 0.000 0.000 0.000 -0.148 0.000
0.000 0.000 0.000 0.000 0.000 -0.163 0.000 0.000 0.000 0.000 -1.000 -0.138 0.000 0.000 0.000 -0.140
0.000 0.000 0.000 0.000 0.000 0.000 -0.140 0.000 0.000 0.000 -0.199 -1.000 -0.119 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.140 0.000 0.000 0.000 -0.199 -1.000 -0.119 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.140 0.000 0.000 0.000 -0.199 -1.000 -0.119 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.140 0.000 0.000 0.000 -0.199 -1.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.188 0.000 0.000 0.000 0.000 -1.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.155 0.000 0.000 0.000 -0.153
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.155 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.155 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.155 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.075
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-0.300 0.000 0.000 0.000 0.000 -0.300 0.000 0.000 0.000 0.000 -0.300 0.000 0.000 0.000 0.000 -0.300-0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300
0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000
0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000
0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000
-1.188 0.175 -0.045 0.007 -0.001 0.110 -0.150 0.016 -0.005 0.001 -0.131 -0.060 -0.006 0.000 0.000 -0.104
0.135 -1.256 0.136 -0.036 0.005 -0.127 0.038 -0.124 0.012 -0.004 -0.035 -0.165 -0.056 -0.006 0.000 -0.072
-0.036 0.132 -1.249 0.133 -0.032 0.012 -0.130 0.034 -0.122 0.013 -0.004 -0.047 -0.164 -0.055 -0.003 0.001
0.005 -0.038 0.129 -1.239 0.133 -0.004 0.010 -0.128 0.029 -0.115 0.000 -0.005 -0.047 -0.166 -0.052 -0.002
-0.001 0.003 -0.019 0.076 -1.061 0.000 -0.002 0.008 -0.064 0.131 0.000 0.000 -0.002 -0.013 -0.049 0.000
0.069 -0.103 0.011 -0.003 0.000 -1.137 0.128 -0.030 0.004 -0.001 0.152 -0.108 0.008 -0.002 0.000 -0.095
-0.080 0.034 -0.089 0.009 -0.002 0.117 -1.168 0.105 -0.026 0.003 -0.096 0.105 -0.094 0.006 -0.002 -0.026
0.006 -0.086 0.031 -0.088 0.009 -0.030 0.109 -1.163 0.104 -0.025 0.015 -0.102 0.103 -0.094 0.006 -0.009
-0.002 0.006 -0.085 0.027 -0.072 0.004 -0.030 0.108 -1.158 0.112 -0.004 0.014 -0.101 0.105 -0.081 0.001
0.000 -0.002 0.005 -0.073 0.080 -0.001 0.004 -0.028 0.111 -1.087 0.001 -0.004 0.014 -0.094 0.138 -0.001
-0.082 -0.030 -0.004 0.000 0.000 0.142 -0.096 0.008 -0.002 0.000 -1.142 0.133 -0.028 0.003 -0.001 0.110
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-0.067 -0.151 -0.036 -0.005 0.000 -0.135 0.057 -0.090 0.005 -0.002 0.182 -1.226 0.105 -0.025 0.003 -0.135
0.002 -0.069 -0.150 -0.036 -0.003 0.016 -0.134 0.057 -0.090 0.006 -0.051 0.181 -1.218 0.104 -0.024 0.019
-0.002 0.000 -0.069 -0.151 -0.025 -0.005 0.014 -0.134 0.059 -0.079 0.010 -0.053 0.180 -1.215 0.108 -0.006
0.000 -0.002 0.002 -0.066 -0.076 0.001 -0.005 0.013 -0.115 0.106 -0.002 0.010 -0.050 0.181 -1.127 0.001
-0.082 -0.067 0.002 -0.001 0.000 -0.112 -0.044 -0.007 0.001 0.000 0.156 -0.130 0.012 -0.003 0.000 -1.154
-0.055 -0.118 -0.065 0.002 -0.001 -0.033 -0.142 -0.046 -0.006 0.001 -0.116 0.090 -0.114 0.009 -0.003 0.126
-0.001 -0.063 -0.119 -0.064 0.002 -0.011 -0.043 -0.140 -0.047 -0.005 0.019 -0.121 0.087 -0.113 0.009 -0.035-0.001 -0.001 -0.061 -0.121 -0.050 0.002 -0.011 -0.044 -0.135 -0.037 -0.006 0.018 -0.119 0.089 -0.100 0.006
0.000 -0.001 0.001 -0.055 -0.035 -0.001 0.001 -0.009 -0.029 -0.062 0.001 -0.005 0.018 -0.106 0.139 -0.001
-0.169 -0.105 0.010 -0.004 0.001 -0.136 -0.104 0.003 -0.002 0.000 -0.149 -0.093 -0.001 -0.001 0.000 -0.067
-0.078 -0.195 -0.087 0.007 -0.003 -0.078 -0.170 -0.085 0.002 -0.002 -0.052 -0.180 -0.077 -0.001 -0.001 -0.112
0.005 -0.092 -0.200 -0.085 0.009 -0.001 -0.092 -0.173 -0.084 0.004 0.000 -0.067 -0.182 -0.077 0.001 0.011
-0.003 0.005 -0.090 -0.204 -0.075 -0.001 0.000 -0.091 -0.169 -0.077 -0.001 0.000 -0.067 -0.180 -0.070 -0.005
0.001 -0.003 0.008 -0.077 -0.064 0.000 -0.001 0.000 -0.063 -0.057 0.000 -0.002 0.002 -0.051 -0.070 0.001
0.435 0.039 0.008 0.001 0.000 0.339 0.079 0.003 0.001 0.000 0.334 0.078 0.005 0.001 0.000 0.393
0.479 0.545 0.050 0.007 0.000 0.416 0.495 0.075 0.005 0.001 0.369 0.491 0.075 0.006 0.001 0.458
0.051 0.559 0.548 0.049 0.005 0.081 0.502 0.488 0.075 0.003 0.042 0.460 0.483 0.076 0.004 0.070
0.008 0.062 0.559 0.548 0.031 0.005 0.092 0.502 0.484 0.061 0.007 0.054 0.458 0.481 0.062 0.006
0.001 0.010 0.054 0.564 0.374 0.002 0.006 0.091 0.460 0.350 0.000 0.008 0.052 0.435 0.349 0.002
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21 22 23 24 26 27 28 29 30 1 2 3 4 5
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.086 -0.225 0.000 0.000 0.000 2
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.178 -0.178 0.000 0.000 3
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.178 -0.178 0.000 4
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.178 -0.178 5
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.098 60.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.0620 -0.147 0.000 0.000 0.000 8
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.126 -0.126 0.000 0.000 9
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.126 -0.126 0.000 10
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.126 -0.126 11
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.126 12
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.058 -0.138 0.000 0.000 0.000 14
-0.121 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.199 -0.119 0.000 0.000 15
0.000 -0.121 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.199 -0.119 0.000 16
0.000 0.000 -0.121 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.199 -0.119 17
0.000 0.000 0.000 -0.121 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.199 18
-0.186 0.000 0.000 0.000 -0.094 0.000 0.000 0.000 0.000 -0.078 -0.186 0.000 0.000 0.000 20-1.000 -0.153 0.000 0.000 0.000 -0.038 0.000 0.000 0.000 0.000 -0.153 -0.153 0.000 0.000 21
-0.153 -1.000 -0.153 0.000 0.000 0.000 -0.038 0.000 0.000 0.000 0.000 -0.153 -0.153 0.000 22
0.000 -0.153 -1.000 -0.153 0.000 0.000 0.000 -0.038 0.000 0.000 0.000 0.000 -0.153 -0.153 23
0.000 0.000 -0.153 -1.000 0.000 0.000 0.000 0.000 -0.038 0.000 0.000 0.000 0.000 -0.153 24
0.000 0.000 0.000 0.000 -1.000 -0.299 0.000 0.000 0.000 -0.126 -0.299 0.000 0.000 0.000 26
-0.056 0.000 0.000 0.000 -0.222 -1.000 -0.222 0.000 0.000 0.000 -0.222 -0.222 0.000 0.000 27
0.000 -0.056 0.000 0.000 0.000 -0.222 -1.000 -0.222 0.000 0.000 0.000 -0.222 -0.222 0.000 28
0.000 0.000 -0.056 0.000 0.000 0.000 -0.222 -1.000 -0.222 0.000 0.000 0.000 -0.222 -0.222 29
0.000 0.000 0.000 -0.056 0.000 0.000 0.000 -0.222 -1.000 0.000 0.000 0.000 0.000 -0.222 30
0.000 0.000 0.000 0.000 -0.300 0.000 0.000 0.000 0.000 -1.000 0.000 0.000 0.000 0.000 1-0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 0.000 -1.000 0.000 0.000 0.000 2
-0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 0.000 -1.000 0.000 0.000 3
0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 0.000 -1.000 0.000 4
0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 -0.300 -0.300 0.000 0.000 0.000 0.000 -1.000 5
-0.085 0.003 -0.002 0.000 -0.116 -0.079 0.008 -0.003 0.001 0.126 0.353 0.030 0.005 0.000
-0.144 -0.074 0.002 -0.002 -0.062 -0.158 -0.070 0.006 -0.003 0.012 0.334 0.325 0.029 0.005
-0.080 -0.146 -0.072 0.004 0.005 -0.074 -0.161 -0.068 0.008 0.002 0.036 0.336 0.324 0.024
0.000 -0.079 -0.149 -0.067 -0.003 0.004 -0.073 -0.165 -0.060 0.000 0.006 0.036 0.337 0.332
-0.001 0.001 -0.031 -0.022 0.000 -0.001 0.003 -0.031 -0.026 0.000 0.000 0.002 0.010 0.114
-0.038 -0.006 0.000 0.000 -0.063 -0.052 0.002 -0.001 0.000 0.0711 0.208 0.033 0.002 0.001
-0.115 -0.038 -0.005 0.001 -0.037 -0.091 -0.049 0.001 -0.001 0.012 0.188 0.205 0.032 0.002
-0.034 -0.114 -0.039 -0.004 -0.001 -0.046 -0.092 -0.049 0.002 0.001 0.041 0.188 0.205 0.032
-0.009 -0.035 -0.110 -0.027 0.000 -0.002 -0.046 -0.089 -0.035 0.000 0.002 0.040 0.186 0.186
0.001 -0.008 -0.029 -0.053 0.000 -0.001 0.000 -0.045 -0.030 0.000 0.001 0.001 0.034 0.141
-0.095 0.009 -0.003 0.000 -0.073 -0.033 -0.002 0.000 0.000 0.065 0.170 0.028 0.002 0.000
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0.028 -0.089 0.007 -0.002 -0.067 -0.140 -0.038 -0.002 0.000 0.023 0.345 0.211 0.032 0.003
-0.134 0.026 -0.088 0.007 0.006 -0.075 -0.139 -0.038 -0.001 0.000 0.029 0.333 0.210 0.031
0.016 -0.133 0.027 -0.075 -0.003 0.005 -0.075 -0.138 -0.026 0.001 0.007 0.031 0.332 0.198
-0.005 0.016 -0.117 0.081 0.001 -0.003 0.006 -0.067 -0.066 0.000 0.000 0.005 0.023 0.258
0.153 -0.037 0.006 -0.001 0.026 -0.106 0.015 -0.005 0.001 0.092 0.264 0.034 0.002 0.001
-1.205 0.117 -0.031 0.004 -0.076 -0.070 -0.081 0.009 -0.003 0.013 0.254 0.268 0.032 0.002
0.121 -1.199 0.116 -0.029 0.007 -0.078 -0.075 -0.080 0.009 0.001 0.043 0.251 0.268 0.032-0.035 0.119 -1.194 0.123 -0.003 0.006 -0.077 -0.074 -0.064 0.000 0.003 0.043 0.250 0.252
0.005 -0.033 0.127 -1.088 0.000 -0.003 0.007 -0.069 0.005 0.000 0.001 0.001 0.033 0.171
-0.144 0.018 -0.006 0.001 -1.251 0.243 -0.067 0.013 -0.003 0.194 0.483 0.021 0.009 0.000
-0.110 -0.115 0.013 -0.005 0.185 -1.337 0.184 -0.052 0.009 0.000 0.407 0.409 0.020 0.008
-0.122 -0.117 -0.114 0.014 -0.052 0.178 -1.324 0.180 -0.046 0.005 0.033 0.421 0.409 0.019
0.011 -0.120 -0.115 -0.103 0.010 -0.054 0.175 -1.318 0.178 0.000 0.008 0.030 0.419 0.397
-0.004 0.011 -0.094 0.002 -0.002 0.009 -0.048 0.175 -1.123 0.000 0.000 0.006 0.014 0.279
0.063 0.004 0.001 0.000 0.444 0.008 0.013 -0.001 0.000 -1.164 -0.443 -0.044 -0.006 0.000
0.526 0.064 0.006 0.001 0.461 0.547 0.030 0.010 0.000 -0.182 -1.902 -0.469 -0.050 -0.006
0.539 0.524 0.063 0.003 0.028 0.568 0.554 0.028 0.008 -0.021 -0.513 -1.884 -0.469 -0.047
0.080 0.539 0.521 0.047 0.010 0.041 0.566 0.552 0.011 -0.003 -0.062 -0.513 -1.882 -0.451
0.006 0.078 0.505 0.369 0.000 0.011 0.038 0.546 0.374 0.000 -0.008 -0.059 -0.491 -1.698
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1059.7916 2 = 751.323660
840.540783 3 = 950.975252
840.540783 4 = 566.818388
840.540783 5 = 164.412831
685.685343 6 = -547.583089-502.965349 8 = 1645.161132
-429.69511 9 = 1337.654856
-429.69511 10 = 1197.080996
-429.69511 11 = 915.909290
-222.938144 12 = 413.503817
-3.01414733 14 = 833.297935
-2.59728561 15 = 1395.701363
-2.59728561 16 = 1003.396118
-2.59728561 17 = 676.392332
63.153743 18 = 159.274991
12.4578336 20 = 1303.12516910.2466281 21 = 1250.606288
10.2466281 22 = 1001.938441
10.2466281 23 = 644.428873
25.55 24 = 150.405602
-457.334136 26 = 2965.330499
-339.653631 27 = 1973.211287
-339.653631 28 = 1810.790221
-339.653631 29 = 1124.181095
-663.266332 30 = 888.454980
7232.43847 1 = -9481.9099872370.39235 2 = -6692.308587
2011.19624 3 = -5757.648205
1487.62223 4 = -4219.226802
799.670309 5 = -2176.484526
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ANALISIS POR TAKABEYA PORTICO C-C
C1, C3 0.40 0.25
C2, C4, 0.25 0.25
VP 0.25 0.4VS 0.25 0.3
RIGIDEZ RELATIVA
ELEMENTO SECCIN LONGITUD E I
0.40x0.25 4 1 0.0005208
0.25x0.25 4 1 0.0003255
0.40x0.25 2.66 1 0.0005208
0.25x0.25 2.66 1 0.0003255
3.2 1 0.0005625
3.33 1 0.0005625
3.7 1 0.0005625
2.33 1 0.0005625
CORFICIENTE DE GIRO
BARRA U BARRA U BARRA U BARRA1-2 -0.5000 7-8 -0.5000 13-14 -0.5000 19-20
2-1 -0.1297 8-7 -0.0971 14-13 -0.1006 20-19
2-8 -0.1752 8-14 -0.1259 14-20 -0.1175 20-26
2-3 -0.1951 8-9 -0.1460 14-15 -0.1513 20-21
3-2 -0.1725 8-2 -0.1310 14-8 -0.1305 20-14
3-9 -0.1549 9-8 -0.1330 15-14 -0.1374 21-20
3-4 -0.1725 9-15 -0.1147 15-21 -0.1067 21-27
4-3 -0.1725 9-10 -0.1330 15-16 -0.1374 21-22
4-10 -0.1549 9-3 -0.1194 15-9 -0.1185 21-15
4-5 -0.1725 10-9 -0.1330 16-15 -0.1374 22-21
5-4 -0.1725 10-16 -0.1147 16-22 -0.1067 22-28
5-11 -0.1549 10-11 -0.1330 16-17 -0.1374 22-23
5-6 -0.1725 10-4 -0.1194 16-10 -0.1185 22-16
6-5 -0.2635 11-10 -0.1330 17-16 -0.1374 23-22
6-12 -0.2365 11-17 -0.1147 17-23 -0.1067 23-29
11-12 -0.1330 17-18 -0.1374 23-24
11-5 -0.1194 17-11 -0.1185 23-17
12-11 -0.1811 18-17 -0.1895 24-23
SECCIONES
BARRA
COLUMNAS
25-26
1-2;7-8;13-14;19-20
26-27; 27-28;28-29; 29-30
2-3;8-9; 14-15; 20-21;3-4;9-
10; 15-16; 21-22;4-5;10-11;16-
17;22-23;5-6;11-12;17-18;23-
24
VIGAS 0.25x0.30
2-8;3-9;4-10;5-11;6-12
8-14;9-15;10-16;11-17;12-18
14-20;15-21;16-22;17-23;18-
20-26;21-27;22-28;23-29;24-
30
=
=
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12-18 -0.1563 18-24 -0.1471 24-30
12-6 -0.1626 18-12 -0.1634 24-18
MOMENTOS DE EMPOTRAMIENTO PERFECTO
DISTRIBUIDA
PUNTUALLONGITUD
+ (a-b) - (b-a)
4416.788 -3695.779
3606.470 -3955.029
4986.768 -4784.395
980.038 -933.639
3055.517 -2782.914
2266.951 -2480.884
2698.778 -2698.778
1398.227 -1398.227
12-18
18-24
24-30
ENTOS DE EMPOTRAMIENTO
2-8=3-9=4-10=5-11
8-14=9-15=10-16=11-17
14-20=15-21=16-22=17-23
20-26=21-27=22-28=23-29
6-12
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K K final
0.0001302 1.600
0.0000814 1.000 0.0000814
0.0001958 2.406
0.0001224 1.504
0.0001758 2.160
0.0001689 2.076
0.0001520 1.868
0.0002414 2.967
U BARRA U -0.5000 25-26 -0.5000
-0.0905 26-25 -0.0914
-0.1678 26-27 -0.1374
-0.1361 26-20 -0.2711
-0.1057 27-26 -0.1259
-0.1247 27-28 -0.1259
-0.1538 27-21 -0.2483
-0.1247 28-27 -0.1259
-0.0968 28-29 -0.1259
-0.1247 28-22 -0.2483
-0.1538 29-28 -0.1259
-0.1247 29-30 -0.1259
-0.0968 29-23 -0.2483
-0.1247 30-29 -0.1682
-0.1538 30-24 -0.3318
-0.1247
-0.0968
-0.1661
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS
7885.286 3055.517 -2782.914 2266.951 -2480.884
6 2.160 12 2.076-0.2635 -0.2365 -0.1626 -0.1563 -0.1634
-334.5934 ITER -0.1811 38.8427 ITER -0.1895
-143.964 1 176.957 1
H= 2.66 -76.635 2 229.322 22.406 -29.116 3 2.406 258.143 3 2.406
-0.324 -4.738 4 -0.324 272.309 4 -0.324
7.997 5 279.673 5
14.761 6 283.570 6
18.297 7 285.587 7
20.092 8 286.597 8
20.975 9 287.086 9
21.397 10 287.316 10
21.760 20 287.510 20
21.761 21 287.510 21
21.761 22 287.510 22
21.761 23 287.510 23
21.761 24 287.510 24
21.761 25 287.510 25
-0.1725 -0.1330 -0.1374
10266.597 4416.788 -3695.779 3606.47 -3955.029
5 2.160 11 2.076-0.1725 -0.1549 -0.1194 -0.1147 -0.1185
-316.7505 ITER -0.1330 4.935 ITER -0.1374
184.048 1 323.981 1
H= 2.66 373.331 2 465.180 22.406 471.984 3 2.406 535.564 3 2.406
-0.324 522.342 4 -0.324 573.514 4 -0.324
548.674 5 593.423 5
562.085 6 603.506 6
568.683 7 608.455 7
571.830 8 610.819 8
573.294 9 611.925 9
573.963 10 612.432 10
574.504 20 612.848 20
574.504 21 612.848 21
574.504 22 612.848 22
574.504 23 612.848 23
574.504 24 612.848 24
574.504 25 612.848 25
-0.1725 -0.1330 -0.1374
7987.035 4416.788 -3695.779 3606.47 -3955.029
4 2.160 10 2.076-0.1725 -0.1549 -0.1194 -0.1147 -0.1185
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS-316.7505 ITER -0.1330 4.9355 ITER -0.1374
539.756 1 559.218 1
H= 2.66 818.970 2 782.572 2
2.406 989.796 3 2.406 907.999 3 2.406
-0.324 1076.315 4 -0.324 971.375 4 -0.324
1117.999 5 1001.173 5
1137.158 6 1014.783 61145.712 7 1020.874 7
1149.472 8 1023.563 8
1151.113 9 1024.739 9
1151.826 10 1025.252 10
1152.371 20 1025.645 20
1152.372 21 1025.645 21
1152.372 22 1025.645 22
1152.372 23 1025.645 23
1152.372 24 1025.645 24
1152.372 25 1025.645 25
-0.1725 -0.1330 -0.1374
5707.474 4416.788 -3695.779 3606.47 -3955.029
3 2.160 9 2.076-0.1725 -0.1549 -0.1194 -0.1147 -0.1185
-316.7505 ITER -0.1330 4.935 ITER -0.1374
642.083 1 686.270 1
H= 2.66 1158.865 2 1084.684 2
2.406 1408.290 3 2.406 1258.669 3 2.406
-0.324 1509.861 4 -0.324 1330.641 4 -0.324
1551.090 5 1360.174 5
1567.660 6 1372.348 61574.365 7 1377.372 7
1577.109 8 1379.457 8
1578.242 9 1380.327 9
1578.714 10 1380.693 10
1579.055 20 1380.961 20
1579.055 21 1380.961 21
1579.055 22 1380.961 22
1579.055 23 1380.961 23
1579.055 24 1380.961 24
1579.055 25 1380.961 25
-0.1951 -0.1460 -0.1513
3530.246 4416.788 -3695.779 3606.47 -3955.029
2 2.160 8 2.076-0.1297 -0.1752 -0.1310 -0.1259 -0.1305
-358.1558 ITER -0.0971 5.4181 ITER -0.1006
1685.822 1 1275.633 1
H= 4.00 2142.732 2 1593.890 2
1.6 2298.025 3 1.6 1700.119 3 1.6
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS-0.324 2345.479 4 -0.324 1738.584 4 -0.324
2362.526 5 1752.689 5
2368.928 6 1758.163 6
2371.433 7 1760.322 7
2372.439 8 1761.187 8
2372.849 9 1761.538 9
2373.017 10 1761.681 102373.138 20 1761.782 20
2373.138 21 1761.782 21
2373.138 22 1761.782 22
2373.138 23 1761.782 23
2373.138 24 1761.782 24
2373.138 25 1761.782 25
-0.5 -0.5 -0.5
1 7
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS
2698.778 -2698.778 1398.227 -1398.227
18 1.868 24 2.967 30-0.1471 -0.1290 -0.2049 -0.3318
-17.1576 ITER -0.1661 89.8090 ITER -0.1682 156.3913 ITER
73.346 1 129.371 1 225.643 1
135.781 2 176.330 2 279.886 2171.380 3 2.406 203.815 3 1.504 312.521 3
189.220 4 -0.324 217.144 4 -0.203 329.699 4
198.516 5 223.930 5 338.614 5
203.456 6 227.527 6 343.303 6
206.030 7 229.394 7 345.748 7
207.331 8 230.325 8 346.989 8
207.969 9 230.774 9 347.601 9
208.274 10 230.984 10 347.895 10
208.536 20 231.159 20 348.148 20
208.536 21 231.159 21 348.148 21
208.536 22 231.159 22 348.148 22
208.536 23 231.159 23 348.148 23
208.536 24 231.159 24 348.148 24
208.536 25 231.159 25 348.148 25
-0.1247 -0.1259
4986.768 -4784.395 980.038 -933.639
17 1.868 23 2.967 29-0.1067 -0.0968 -0.1538 -0.2483
-58.9174 ITER -0.1247 197.1852 ITER -0.1259 78.1413 ITER
242.359 1 454.566 1 275.502 1
405.740 2 606.891 2 429.192 2482.536 3 2.406 672.968 3 1.504 506.958 3
523.571 4 -0.324 707.409 4 -0.203 547.292 4
545.186 5 725.558 5 568.290 5
556.174 6 734.774 6 579.003 6
561.576 7 739.277 7 584.309 7
564.160 8 741.415 8 586.860 8
565.367 9 742.409 9 588.056 9
565.921 10 742.864 10 588.607 10
566.372 20 743.235 20 589.056 20
566.372 21 743.235 21 589.056 21
566.372 22 743.235 22 589.057 22
566.372 23 743.235 23 589.057 23
566.372 24 743.235 24 589.057 24
566.372 25 743.235 25 589.057 25
-0.1247 -0.1259
4986.768 -4784.395 980.038 -933.639
16 1.868 22 2.967 28-0.1067 -0.0968 -0.1538 -0.2483
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS-58.9174 ITER -0.1247 197.1852 ITER -0.1259 78.1413 ITER
503.759 1 673.756 1 490.711 1
755.728 2 895.801 2 753.083 2
892.018 3 2.406 1006.526 3 1.504 887.261 3
962.787 4 -0.324 1064.197 4 -0.203 955.282 4
996.452 5 1091.562 5 988.207 5
1011.884 6 1103.944 6 1003.477 61018.808 7 1109.438 7 1010.357 7
1021.870 8 1111.856 8 1013.402 8
1023.212 9 1112.914 9 1014.736 9
1023.796 10 1113.376 10 1015.317 10
1024.244 20 1113.731 20 1015.761 20
1024.244 21 1113.731 21 1015.762 21
1024.244 22 1113.731 22 1015.762 22
1024.244 23 1113.732 23 1015.762 23
1024.244 24 1113.732 24 1015.762 24
1024.244 25 1113.732 25 1015.762 25
-0.1247 -0.1259
4986.768 -4784.395 980.038 -933.639
15 1.868 21 2.967 27-0.1067 -0.0968 -0.1538 -0.2483
-58.9174 ITER -0.1247 197.1852 ITER -0.1259 78.1413 ITER
621.715 1 787.466 1 608.302 1
1057.197 2 1178.605 2 1021.601 2
1250.496 3 2.406 1338.328 3 1.504 1212.623 3
1332.228 4 -0.324 1403.662 4 -0.203 1294.872 4
1365.754 5 1429.851 5 1329.014 5
1379.522 6 1440.524 6 1342.954 61385.175 7 1444.951 7 1348.641 7
1387.500 8 1446.804 8 1350.974 8
1388.462 9 1447.583 9 1351.939 9
1388.863 10 1447.911 10 1352.341 10
1389.153 20 1448.153 20 1352.632 20
1389.153 21 1448.153 21 1352.632 21
1389.153 22 1448.153 22 1352.632 22
1389.153 23 1448.153 23 1352.632 23
1389.153 24 1448.153 24 1352.632 24
1389.153 25 1448.153 25 1352.632 25
-0.1361 -0.1374
4986.768 -4784.395 980.038 -933.639
14 1.868 20 2.967 26-0.1175 -0.1057 -0.1678 -0.2711
-64.8909 ITER -0.0905 215.1628 ITER -0.0914 85.3374 ITER
1290.364 1 1420.837 1 1086.432 1
1676.204 2 1736.111 2 1538.491 2
1801.281 3 1.6 1811.339 3 1 1680.990 3
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS1847.151 4 -0.324 1840.865 4 -0.203 1727.550 4
1863.290 5 1852.867 5 1743.708 5
1869.213 6 1857.766 6 1749.604 6
1871.466 7 1859.757 7 1751.866 7
1872.352 8 1860.559 8 1752.764 8
1872.711 9 1860.883 9 1753.128 9
1872.858 10 1861.015 10 1753.277 101872.964 20 1861.108 20 1753.383 20
1872.964 21 1861.108 21 1753.383 21
1872.964 22 1861.108 22 1753.383 22
1872.964 23 1861.108 23 1753.383 23
1872.964 24 1861.108 24 1753.383 24
1872.964 25 1861.108 25 1753.383 25
-0.5 -0.5
13 19 25
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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PRTICO C-C / COMBINACIN U=1.25(CM+CV)-CS-12432.107 4
-12454.612 5
-12463.169 6
-12466.517 7
-12467.853 8
-12468.395 9
-12468.617 10-12468.775 20
-12468.775 21
-12468.775 22
-12468.775 23
-12468.775 24
-12468.775 25
1
CURSO: CONCRETO ARMADO I - AUTOR: D. H. K.
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MOMENTOS FINALES
+ - ELEMENTO SECCIN
4416.788 -3695.779 0.25x0.25
3606.470 -3955.029 0.40x0.25
4986.768 -4784.395 0.25x0.25
980.038 -933.6390.40x0.25
3055.517 -2782.914
2266.951 -2480.884
2698.778 -2698.778
1398.227 -1398.227
2 2373.138 1 -12468.775 1-2 -16153.019
3 1579.055 2 -8868.206 2-3 -6118.194
4 1152.372 3 -6884.204 3-4 -6192.414
5 574.504 4 -4704.425 4-5 -4391.405
6 21.761 5 -2185.158 5-6 -2440.636
8 1761.782 7-8 -17131.188
9 1380.961 8-9 -9536.674
10 1025.645 9-10 -7450.555
11 612.848 10-11 -4908.960
12 287.510 11-12 -1616.72414 1872.964 13-14 -16953.297
15 1389.153 14-15 -8981.953
16 1024.244 15-16 -7414.505
17 566.372 16-17 -5027.525
18 208.536 17-18 -2030.383
20 1861.108 19-20 -16972.266
21 1448.153 20-21 -8897.049
22 1113.732 21-22 -6915.290
23 743.235 22-23 -4171.373
24 231.159 23-24 -1124.881
26 1753.383 25-26 -10715.39127 1352.632 26-27 -6028.281
28 1015.762 27-28 -4756.659
29 589.057 28-29 -3133.602
30 348.148 29-30 -990.822
2-8 18474.193
3-9 14221.183
MOMENTOS
2-8=3-9=4-10=5-11
COLUMNAS
8-14=9-15=10-16=11-17
14-20=15-21=16-22=17-23
20-26=21-27=22-28=23-29
6-12
VIGAS 0.25x0.4012-18
18-24
24-30
GIROS DESPLAZAMIENTOS MOMENT
C
O
LU
M
N
A
S
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4-10 11610.426
5-11 8222.398
6-12 3770.545
8-14 14807.912
9-15 12222.757
10-16 9990.281
11-17 7326.22412-18 3893.360
14-20 15461.318
15-21 12882.251
16-22 10894.135
17-23 8491.300
18-24 3909.743
20-26 17223.535
21-27 13584.612
22-28 10601.140
23-29 7137.137
24-30 3802.494
V
IG
A
S
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K final
1.000
1.600
1.504
2.406
2.160
2.076
1.868
2.967
NUDO M ij
2-1 -12355.998 2 0.00000
3-2 -8028.769 3 -0.00001
4-3 -7219.022 4 -0.00002
5-4 -5781.763 5 -0.00002
6-5 -3770.545 6 -0.00001
8-7 -14312.336 8 0.00000
9-8 -10452.935 9 -0.00001
10-9 -8305.451 10 -0.00002
11-10 -5902.155 11 -0.00002
12-11 -2399.493 12 -0.0000114-13 -13956.555 14 0.00000
15-14 -10146.009 15 -0.00001
16-15 -8292.483 16 -0.00002
17-16 -6129.172 17 -0.00002
18-17 -2891.343 18 -0.00001
20-19 -13994.493 20 0.00000
21-20 -9890.627 21 -0.00001
22-21 -7719.913 22 -0.00002
23-22 -5062.792 23 -0.00002
24-23 -2356.944 24 -0.00001
26-25 -8962.008 26 0.0000027-26 -6630.913 27 -0.00001
28-27 -5263.231 28 -0.00001
29-28 -3775.263 29 -0.00002
30-29 -1353.091 30 -0.00001
8-2 9041.098
9-3 5680.733
BARRA
25-26
1-2;7-8;13-14;19-20
26-27; 27-28;28-29; 29-302-3;8-9; 14-15; 20-21;3-4;9-10; 15-16; 21-
22;4-5;10-11;16-17;22-23;5-6;11-12;17-
18;23-24
2-8;3-9;4-10;5-11;6-12
8-14;9-15;10-16;11-17;12-18
14-20;15-21;16-22;17-23;18-24
20-26;21-27;22-28;23-29;24-30
S FINALES
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10-4 3224.130
11-5 192.655
12-6 -1493.867
14-8 7477.191
15-9 4678.262
16-10 2425.873
17-11 -331.74518-12 -1018.401
20-14 5668.007
21-15 3221.305
22-16 1290.145
23-17 -949.464
24-18 -1445.550
26-20 14990.289
27-21 11387.572
28-22 8396.833
29-23 4766.086
30-24 1353.091
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