Portico Principal Original 1.25

8/10/2019 Portico Principal Original 1.25

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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


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


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


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



1469.00 kg/m 891.75 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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19/55


20/55

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


23/55

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


24/55

-0.1875


25/55

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


26/55

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


-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


27/55

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


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


28/55

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


29/55

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


30/55

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


31/55

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


32/55


33/55

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


34/55

-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


35/55

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


36/55

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


37/55

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


38/55

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

=

=


39/55

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


40/55

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


41/55


42/55

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.


43/55

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



44/55

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



45/55

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



46/55

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



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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



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49/55


50/55

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



51/55

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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