albaÑileria - daniel sanchez andrade.xls

DISEÑO DE ALBAÑILERIA

RESPONSABLE: HENRY DANIEL SANCHEZ ANDRADE

DATOS:

H= (altura de piso a techo) 2.60 mH' = (altura ded muro) 2.40 mA= (area de terreno) 300.00 m2Lado X = 25.00 mLado Y = 12.00 mSobrecarga : 0.20 Ton /m2 200 Kg /m2

Sobrecarga Azotea : 0.10 Ton /m2 100 Kg /m2Aligerado , e = 0.17 m 280 Kg /m2Acabados : 0.10 Ton /m2 100 Kg /m2Viga Solera : Base 0.15 m

Peralte 0.20 mPeso Especifico del Concreto 2.40 Ton /m2 2400 Kg /m2Peso Especifico del Muro 1.80 Ton /m2 1800 Kg /m2f'm 60.00 kg/cm2 600 Ton /m2 600,000 Kg /m2

MURO ESTRUCT: e= H/20 0.12 = 0.14 m

LOSA ALIGERRADA: e= L/25 0.154 = 0.17 m

∑L*t≥

ZUSNAp 56

L = longitud :t = espesor del muro 0.14 mZ = Factor de zonificacion 0.40 costaU = Factor de uso 1.00 viviendaS = Factor suelo 1.20 suelo intermedio

1. ANALISIS DE CARGA VERTICAL

Peralte minimo 0.17m (NORMA E.070)

1.1 PREDIMENSIONAMIENTO:

1.2 DENSIDAD DE MUROS:

N = 4.00 pisos

ZUSN = 0.0342956

MuroDireccion "X"

MuroDireccion "Y"

L m) t (m) L*t L m) t (m) L*t

X1 4.00 0.14 0.560 Y1 3.98 0.14 0.557

X2 4.00 0.14 0.560 Y2 1.20 0.14 0.168

X3 4.00 0.14 0.560 Y3 3.98 0.14 0.557

X4 4.00 0.14 0.560 Y4 2.24 0.24 0.538

X5 3.00 0.14 0.420 Y5 3.76 0.14 0.526

X6 3.00 0.14 0.420 Y6 2.84 0.24 0.682

X7 3.00 0.14 0.420 Y7 3.98 0.14 0.557

X8 2.59 0.14 0.363 Y8 2.76 0.24 0.662

X9 4.00 0.14 0.560 Y9 2.84 0.14 0.398

X10 4.00 0.14 0.560 Y10 3.98 0.24 0.955

X11 4.00 0.14 0.560 Y11 2.76 0.24 0.662

X12 3.00 0.14 0.420 Y12 2.84 0.14 0.398

X13 3.00 0.14 0.420 Y13 3.98 0.14 0.557

X14 2.59 0.14 0.363 Y14 2.76 0.24 0.662

X15 2.36 0.14 0.330 Y15 2.84 0.14 0.398

X16 1.56 0.14 0.218 Y16 3.84 0.14 0.538

X17 1.56 0.14 0.218 Y17 2.76 0.14 0.386

X18 2.20 0.14 0.308 Y18 2.84 0.14 0.398

X19 2.93 0.14 0.410 Y19 3.04 0.14 0.426

X20 4.00 0.14 0.560 Y20 3.90 0.14 0.546

X21 4.00 0.14 0.560 Y21 2.84 0.14 0.398

X22 4.00 0.14 0.560 Y22 3.84 0.14 0.538

X23 4.00 0.14 0.560 Y23 3.96 0.14 0.554

X24 3.00 0.14 0.420 TOTAL = 12.060

X25 3.00 0.14 0.420

X26 3.00 0.14 0.420

TOTAL = 11.731

N˚ de pisos

1.3 CUADRO DE DATOS:

1.4 VERIFICACION DE DENSIDAD EN MUROS:

DIRECCION "X"

∑Lxt=

11.7306= 0.03910

Ap 300

0.13 0.230.03910 > 0.03429 OK

DIRECCION "Y"

∑Lyt=

12.0604= 0.04020

Ap 300

0.04020 > 0.03429 OK

1°. 2°, 3° y 4° NIVEL METRADO DE CARGAS

Densidad de Muros en la Dirección "X": 1° nivel 1°, 2°, 3° y 4° nivel 1° nivel

Muro Espesor (m) altura H' (m) P.Viva (Ton) P.D (Ton) P.D (Ton) P.L (Ton) P.L (Ton)

X1 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X2 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X3 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X4 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X5 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X6 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X7 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X8 2.59 0.14 0.36 2.40 1.76 1.80 1.37 1.57 0.49 0.18 0.186 0.35 0.18 2.23 2.42 0.35 0.18 2.58

X9 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X10 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X11 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X12 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X13 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X14 2.59 0.14 0.36 2.40 1.76 1.80 1.37 1.57 0.49 0.18 0.186 0.35 0.18 2.23 2.42 0.35 0.18 2.58

X15 2.36 0.14 0.33 2.40 1.60 1.80 1.25 1.43 0.45 0.16 0.170 0.32 0.16 2.03 2.21 0.32 0.16 2.35

X16 1.56 0.14 0.22 2.40 1.06 1.80 0.83 0.94 0.30 0.11 0.112 0.21 0.11 1.34 1.46 0.21 0.11 1.55

X17 1.56 0.14 0.22 2.40 1.06 1.80 0.83 0.94 0.30 0.11 0.112 0.21 0.11 1.34 1.46 0.21 0.11 1.55

X18 2.20 0.14 0.31 2.40 1.50 1.80 1.16 1.33 0.42 0.15 0.158 0.30 0.15 1.89 2.06 0.30 0.15 2.19

X19 2.93 0.14 0.41 2.40 1.99 1.80 1.55 1.77 0.56 0.20 0.211 0.40 0.20 2.52 2.74 0.40 0.20 2.92

X20 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

1.5 CALCULO DE ESFUERZOS ACTUANTES Y ADMISIBLES:

2°, 3° y 4° nivel

1°, 2° y 3° nivel

Azotea (4° nivel)

2°, 3° y 4° nivel

1°, 2° y 3° nivel

Azotea (4° nivel)

Servicio 1° nivel

Longitud (m)

area de muro (m2)

Area Tributaria

P.Espcf. Del muro

Peso Muro (Ton)

Peso Muro (Ton)

Peso Losa (Ton)

Peso Acab. (Ton)

Peso Solera (Ton)

P.Viva (Ton)

P.D + P.L (Ton)

X21 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X22 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X23 4.00 0.14 0.56 2.40 2.72 1.80 2.12 2.42 0.76 0.27 0.288 0.54 0.27 3.44 3.74 0.54 0.27 3.98

X24 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X25 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

X26 3.00 0.14 0.42 2.40 2.04 1.80 1.59 1.81 0.57 0.20 0.216 0.41 0.20 2.58 2.81 0.41 0.20 2.99

PD4/2= 25.34 46.69 ∑= 72.03 78.36 11.40 5.70

1°. 2°, 3° y 4° NIVEL METRADO DE CARGAS

Densidad de Muros en la Dirección "Y": 1° nivel 1°, 2°, 3° y 4° nivel 1° nivel

Muro Espesor (m) altura H' (m) P.Viva (Ton) P.D (Ton) P.D (Ton) P.L (Ton) P.L (Ton)

Y1 3.98 0.14 0.56 2.40 9.69 1.80 2.11 2.41 2.71 0.97 0.287 1.94 0.97 6.07 6.38 1.94 0.97 8.01

Y2 1.20 0.14 0.17 2.40 5.04 1.80 0.64 0.73 1.41 0.50 0.086 1.01 0.50 2.64 2.73 1.01 0.50 3.64

Y3 3.98 0.14 0.56 2.40 9.13 1.80 2.11 2.41 2.56 0.91 0.287 1.83 0.91 5.86 6.16 1.83 0.91 7.69

Y4 2.24 0.24 0.54 2.40 11.89 1.80 2.03 2.32 3.33 1.19 0.161 2.38 1.19 6.71 7.00 2.38 1.19 9.09

Y5 3.76 0.14 0.53 2.40 14.91 1.80 1.99 2.27 4.17 1.49 0.271 2.98 1.49 7.93 8.21 2.98 1.49 10.91

Y6 2.84 0.24 0.68 2.40 13.24 1.80 2.58 2.94 3.71 1.32 0.204 2.65 1.32 7.81 8.18 2.65 1.32 10.46

Y7 3.98 0.14 0.56 2.40 12.62 1.80 2.11 2.41 3.53 1.26 0.287 2.52 1.26 7.19 7.49 2.52 1.26 9.71

Y8 2.76 0.24 0.66 2.40 15.60 1.80 2.50 2.86 4.37 1.56 0.199 3.12 1.56 8.63 8.99 3.12 1.56 11.75

Y9 2.84 0.14 0.40 2.40 12.54 1.80 1.50 1.72 3.51 1.25 0.204 2.51 1.25 6.47 6.69 2.51 1.25 8.98

Y10 3.98 0.24 0.96 2.40 17.92 1.80 3.61 4.13 5.02 1.79 0.287 3.58 1.79 10.71 11.22 3.58 1.79 14.29

Y11 2.76 0.24 0.66 2.40 15.60 1.80 2.50 2.86 4.37 1.56 0.199 3.12 1.56 8.63 8.99 3.12 1.56 11.75

Y12 2.84 0.14 0.40 2.40 8.05 1.80 1.50 1.72 2.25 0.81 0.204 1.61 0.81 4.77 4.98 1.61 0.81 6.38

Y13 3.98 0.14 0.56 2.40 15.68 1.80 2.11 2.41 4.39 1.57 0.287 3.14 1.57 8.35 8.65 3.14 1.57 11.49

Y14 2.76 0.24 0.66 2.40 13.65 1.80 2.50 2.86 3.82 1.37 0.199 2.73 1.37 7.89 8.25 2.73 1.37 10.62

Y15 2.84 0.14 0.40 2.40 11.69 1.80 1.50 1.72 3.27 1.17 0.204 2.34 1.17 6.15 6.36 2.34 1.17 8.49

Y16 3.84 0.14 0.54 2.40 13.44 1.80 2.03 2.32 3.76 1.34 0.276 2.69 1.34 7.42 7.71 2.69 1.34 10.10

Y17 2.76 0.14 0.39 2.40 11.70 1.80 1.46 1.67 3.28 1.17 0.199 2.34 1.17 6.11 6.31 2.34 1.17 8.45

Y18 2.84 0.14 0.40 2.40 10.02 1.80 1.50 1.72 2.81 1.00 0.204 2.00 1.00 5.52 5.73 2.00 1.00 7.52

Y19 3.04 0.14 0.43 2.40 10.20 1.80 1.61 1.84 2.86 1.02 0.219 2.04 1.02 5.70 5.93 2.04 1.02 7.74

Y20 3.90 0.14 0.55 2.40 14.65 1.80 2.06 2.36 4.10 1.47 0.281 2.93 1.47 7.91 8.21 2.93 1.47 10.84

Y21 2.84 0.14 0.40 2.40 9.90 1.80 1.50 1.72 2.77 0.99 0.204 1.98 0.99 5.47 5.68 1.98 0.99 7.45

Y22 3.84 0.14 0.54 2.40 5.80 1.80 2.03 2.32 1.62 0.58 0.276 1.16 0.58 4.51 4.80 1.16 0.58 5.67

Y23 3.96 0.14 0.55 2.40 11.88 1.80 2.10 2.40 3.33 1.19 0.285 2.38 1.19 6.90 7.19 2.38 1.19 9.27

2°, 3° y 4° nivel

1°, 2° y 3° nivel

Azotea (4° nivel)

2°, 3° y 4° nivel

1°, 2° y 3° nivel

Azotea (4° nivel)

Servicio 1° nivel

Longitud (m)

area de muro (m2)

Area Tributaria

P.Espcf. Del muro

Peso Muro (Ton)

Peso Muro (Ton)

Peso Losa (Ton)

Peso Acab. (Ton)

Peso Solera (Ton)

P.Viva (Ton)

P.D + P.L (Ton)

PD4/2= 26.05 129.29 ∑= 155.34 161.85 54.97 27.48

esfuerzo admisible

Total Muro 0.15*f'm

σ (Ton/m2) (Ton/m2) (Ton/m2)

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

2.77 2.60 10.73 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

2.77 2.60 10.73 29.58 91.21 90.00 Ok

2.53 2.37 9.77 29.58 91.21 90.00 Ok

1.67 1.56 6.46 29.58 91.21 90.00 Ok

1.67 1.56 6.46 29.58 91.21 90.00 Ok

2.36 2.21 9.11 29.58 91.21 90.00 Ok

3.14 2.94 12.13 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

esfuerzo actuante

COMPROBACION DEL ESFUERZO ADMISIBLE CON LA RESISTENCIA A LA COMPRESION Y EL ESFUERZO A LA COMPRESION

Servicio 2° y 3° nivel

Servicio 4° nivel

Esfuerzo de Compresión

0.2*f'm*(1-(h/35e)^2)

Esfuerzo Máximo σ

máx.P.D + P.L (Ton)

P.D + P.L (Ton)

P.D+P.L (Ton)

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

4.28 4.01 16.56 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

3.21 3.01 12.42 29.58 91.21 90.00 Ok

esfuerzo admisible

Total Muro 0.15*f'm

σ (Ton/m2) (Ton/m2) (Ton/m2)

8.31 7.34 31.99 57.40 91.21 90.00 Ok

3.74 3.23 14.35 85.40 91.21 90.00 Ok

7.99 7.08 30.74 55.17 91.21 90.00 Ok

9.38 8.19 36.04 67.04 110.20 90.00 Ok

11.19 9.70 43.00 81.68 91.21 90.00 Ok

10.83 9.50 41.62 61.06 110.20 90.00 Ok

10.01 8.75 38.49 69.08 91.21 90.00 Ok

12.11 10.55 46.52 70.22 110.20 90.00 Ok

9.20 7.94 35.31 88.81 91.21 90.00 Ok

14.81 13.01 56.92 59.59 110.20 90.00 Ok

12.11 10.55 46.52 70.22 110.20 90.00 Ok

6.59 5.79 25.34 63.74 91.21 90.00 Ok

11.79 10.22 45.28 81.27 91.21 90.00 Ok

10.98 9.61 42.19 63.69 110.20 90.00 Ok

8.70 7.53 33.43 84.07 91.21 90.00 Ok

10.39 9.05 39.94 74.30 91.21 90.00 Ok

8.65 7.48 33.24 86.02 91.21 90.00 Ok

7.73 6.73 29.72 74.74 91.21 90.00 Ok

7.97 6.95 30.64 72.00 91.21 90.00 Ok

11.14 9.67 42.79 78.36 91.21 90.00 Ok

7.66 6.67 29.45 74.07 91.21 90.00 Ok

5.96 5.38 22.98 42.75 91.21 90.00 Ok

9.57 8.38 36.79 66.37 91.21 90.00 Ok

esfuerzo actuante

COMPROBACION DEL ESFUERZO ADMISIBLE CON LA RESISTENCIA A LA COMPRESION Y EL ESFUERZO A LA COMPRESION

Servicio 2° y 3° nivel

Servicio 4° nivel

Esfuerzo de Compresión

0.2*f'm*(1-(h/35e)^2)

Esfuerzo Máximo σ

máx.P.D + P.L (Ton)

P.D + P.L (Ton)

P.D+P.L (Ton)

2. CALCULO DE CORTANTE BASAL

eje "x" 25.00 meje "y" 12.00 m

Piso

1° 227.36 16.59 243.952° 240.21 16.59 256.803° 240.21 16.59 256.80

4° Azotea 175.98 8.30 184.27Total 883.76 58.07 941.83

Parametros Valores DescripcionZ 0.4 Zona 3 (la libertad)U 1.0 Edificacion para vivienda (categoria C)S 1.00 se asume un tipo de suelo rigidoR 3.00 Estructuras de albañileria confinada

Tp 0.60 Factor que depende de "S"hn 10.40 Altura total del edificio en m.

Ct 60T 0.17 Periodo fundamental, calculado

C calculado 8.65 Factor de amplificacion sismica, C asumido 2.5 Factor de amplificacion sismica, Maximo

P (Tn) 941.8 Peso total de la edificacion

V = ZUCS * P

R

V = 313.94 Ton

2.1 PESO DE EDIFICIO:

Peso Total de

carga muerta D

Peso Total de carga

Viva LPeso Total

P=D+L

2.2 FUERZA CORTANTE BASAL

edificios cuyos elementos sismoresistentes son muros de corte

2.3 CALCULO DE LA FUERZA CORTANTE (V)

2.4 DISTRIBUCION DE ALTURA DEL CORTE BASAL:

NIVEL PESO (tn) Hi (m) Peso x Hi % Fi (Tn) Vi (Tn)4° Azotea 184.27 10.40 1916.42 0.33 102.16 102.16

3° 256.80 7.80 2003.06 0.34 106.78 208.942° 256.80 5.20 1335.37 0.23 71.19 280.131° 243.95 2.60 634.28 0.11 33.81 313.94∑ = 941.83 5889.13 1.00 313.94

EDIFICIO

2.6 m4° Piso

2.6 m3° Piso

10.4m 2.6 m

2° Piso

2.6 m1° Piso

V4 102.16 Tn

V3 208.94 Tn

V2 280.13 Tn

V1 313.94 Tn

2.5 DIAGRAMA DE FUERZA CORTANTE:

D44

Usuario: Altura acumulada

DATOS:f'c = (Res. Compresion concreto) 1,750 tn/m2f´m = (Res. Comprension ladrillo) 600 tn/m2Ec = (modulo elasticidad acero) 2,000,000 tn/m2Em = (modulo elaticidad ladrillo) 300,000 tn/m2

3.1 ANALISIS DEL 1° PISO :

DIRECCION EN "X"

Muro L (m) h (cm) Xi PiXi

X1 4.00 0.14 2.10 1.80 2.117 2.00 4.23X2 4.00 0.14 2.10 1.80 2.117 6.00 12.70X3 4.00 0.14 2.10 1.80 2.117 10.00 21.17X4 4.00 0.14 2.10 1.80 2.117 14.00 29.64X5 3.00 0.14 2.10 1.80 1.588 17.50 27.78X6 3.00 0.14 2.10 1.80 1.588 20.50 32.55X7 3.00 0.14 2.10 1.80 1.588 23.50 37.31X8 2.59 0.14 2.10 1.80 1.371 2.64 3.62X9 4.00 0.14 2.10 1.80 2.117 6.00 12.70

X10 4.00 0.14 2.10 1.80 2.117 10.00 21.17X11 4.00 0.14 2.10 1.80 2.117 14.00 29.64X12 3.00 0.14 2.10 1.80 1.588 17.50 27.78X13 3.00 0.14 2.10 1.80 1.588 20.50 32.55X14 2.59 0.14 2.10 1.80 1.371 2.64 3.62X15 2.36 0.14 2.10 1.80 1.249 5.25 6.56X16 1.56 0.14 2.10 1.80 0.826 9.65 7.97X17 1.56 0.14 2.10 1.80 0.826 13.65 11.27X18 2.20 0.14 2.10 1.80 1.164 20.03 23.32X19 2.93 0.14 2.10 1.80 1.551 23.40 36.28X20 4.00 0.14 2.10 1.80 2.117 2.00 4.23X21 4.00 0.14 2.10 1.80 2.117 6.00 12.70X22 4.00 0.14 2.10 1.80 2.117 10.00 21.17X23 4.00 0.14 2.10 1.80 2.117 14.00 29.64X24 3.00 0.14 2.10 1.80 1.588 17.50 27.78X25 3.00 0.14 2.10 1.80 1.588 20.50 32.55X26 3.00 0.14 2.10 1.80 1.588 23.50 37.31

∑ Pi Muro 44.34 m2 ∑ Kx = 547.21 Tn/m2

Xm = 12.34 m

3. CALCULO DE CENTRO DE MASA

t (m) Espesor

peso especifico

(tn)peso Pi

(tn)

DIRECCION EN "Y"

Muro L (m) h (cm) Yi PiYi

Y1 3.98 0.14 2.10 1.80 2.106 1.99 4.19Y2 1.20 0.14 2.10 1.80 0.635 6.14 3.90Y3 3.98 0.14 2.10 1.80 2.106 9.73 20.49Y4 2.24 0.24 2.10 1.80 2.032 2.86 5.81Y5 3.76 0.14 2.10 1.80 1.990 6.00 11.94Y6 2.84 0.24 2.10 1.80 2.576 9.44 24.32Y7 3.98 0.14 2.10 1.80 2.106 2.07 4.36Y8 2.76 0.24 2.10 1.80 2.504 6.44 16.12Y9 2.84 0.14 2.10 1.80 1.503 10.38 15.60

Y10 3.98 0.24 2.10 1.80 3.611 2.07 7.47Y11 2.76 0.24 2.10 1.80 2.504 6.44 16.12Y12 2.84 0.14 2.10 1.80 1.503 10.38 15.60Y13 3.98 0.14 2.10 1.80 2.106 2.07 4.36Y14 2.76 0.24 2.10 1.80 2.504 6.44 16.12Y15 2.84 0.14 2.10 1.80 1.503 10.38 15.60Y16 3.84 0.14 2.10 1.80 2.032 2.07 4.21Y17 2.76 0.14 2.10 1.80 1.461 6.44 9.41Y18 2.84 0.14 2.10 1.80 1.503 10.38 15.60Y19 3.04 0.14 2.10 1.80 1.609 1.66 2.67Y20 3.90 0.14 2.10 1.80 2.064 6.07 12.53Y21 2.84 0.14 2.10 1.80 1.503 10.44 15.69Y22 3.84 0.14 2.10 1.80 2.032 2.10 4.27Y23 3.96 0.14 2.10 1.80 2.096 6.01 12.59

∑ Pi Muro 45.59 m2 ∑ Ky = 258.99 Tn/m2

Ym = 5.68 m

3.2 ANALISIS DEL 2°, 3° Y 4° PISO :

DIRECCION EN "X"

Muro L (m) h (cm) Xi PiXi

X1 4.00 0.14 2.40 1.80 2.419 2.00 4.84X2 4.00 0.14 2.40 1.80 2.419 6.00 14.52X3 4.00 0.14 2.40 1.80 2.419 10.00 24.19X4 4.00 0.14 2.40 1.80 2.419 14.00 33.87X5 3.00 0.14 2.40 1.80 1.814 17.50 31.75X6 3.00 0.14 2.40 1.80 1.814 20.50 37.20X7 3.00 0.14 2.40 1.80 1.814 23.50 42.64X8 2.59 0.14 2.40 1.80 1.566 2.64 4.14

t (m) Espesor

peso especifico

(tn)peso Pi

(tn)

t (m) Espesor

peso especifico

(tn)peso Pi

(tn)

X9 4.00 0.14 2.40 1.80 2.419 6.00 14.52X10 4.00 0.14 2.40 1.80 2.419 10.00 24.19X11 4.00 0.14 2.40 1.80 2.419 14.00 33.87X12 3.00 0.14 2.40 1.80 1.814 17.50 31.75X13 3.00 0.14 2.40 1.80 1.814 20.50 37.20X14 2.59 0.14 2.40 1.80 1.566 2.64 4.14X15 2.36 0.14 2.40 1.80 1.427 5.25 7.49X16 1.56 0.14 2.40 1.80 0.943 9.65 9.10X17 1.56 0.14 2.40 1.80 0.943 13.65 12.88X18 2.20 0.14 2.40 1.80 1.331 20.03 26.65X19 2.93 0.14 2.40 1.80 1.772 23.40 41.47X20 4.00 0.14 2.40 1.80 2.419 2.00 4.84X21 4.00 0.14 2.40 1.80 2.419 6.00 14.52X22 4.00 0.14 2.40 1.80 2.419 10.00 24.19X23 4.00 0.14 2.40 1.80 2.419 14.00 33.87X24 3.00 0.14 2.40 1.80 1.814 17.50 31.75X25 3.00 0.14 2.40 1.80 1.814 20.50 37.20X26 3.00 0.14 2.40 1.80 1.814 23.50 42.64

∑ Pi Muro 50.68 m2 ∑ Kx = 625.39 Tn/m2

Xm = 12.34 m

DIRECCION EN "Y"

Muro L (m) h (cm) Yi PiYi

Y1 3.98 0.14 2.40 1.80 2.407 1.99 4.79Y2 1.20 0.14 2.40 1.80 0.726 6.14 4.46Y3 3.98 0.14 2.40 1.80 2.407 9.73 23.42Y4 2.24 0.24 2.40 1.80 2.322 2.86 6.64Y5 3.76 0.14 2.40 1.80 2.274 6.00 13.64Y6 2.84 0.24 2.40 1.80 2.945 9.44 27.80Y7 3.98 0.14 2.40 1.80 2.407 2.07 4.98Y8 2.76 0.24 2.40 1.80 2.862 6.44 18.43Y9 2.84 0.14 2.40 1.80 1.718 10.38 17.83

Y10 3.98 0.24 2.40 1.80 4.126 2.07 8.54Y11 2.76 0.24 2.40 1.80 2.862 6.44 18.43Y12 2.84 0.14 2.40 1.80 1.718 10.38 17.83Y13 3.98 0.14 2.40 1.80 2.407 2.07 4.98Y14 2.76 0.24 2.40 1.80 2.862 6.44 18.43Y15 2.84 0.14 2.40 1.80 1.718 10.38 17.83Y16 3.84 0.14 2.40 1.80 2.322 2.07 4.81Y17 2.76 0.14 2.40 1.80 1.669 6.44 10.75Y18 2.84 0.14 2.40 1.80 1.718 10.38 17.83

t (m) Espesor

peso especifico

(tn)peso Pi

(tn)

Y19 3.04 0.14 2.40 1.80 1.839 1.66 3.05Y20 3.90 0.14 2.40 1.80 2.359 6.07 14.32Y21 2.84 0.14 2.40 1.80 1.718 10.44 17.93Y22 3.84 0.14 2.40 1.80 2.322 2.10 4.88Y23 3.96 0.14 2.40 1.80 2.395 6.01 14.39

∑ Pi Muro 52.10 m2 ∑ Ky = 295.99 Tn/m2

Ym = 5.68 m

DATOS:f'c = (Res. Compresion concreto) 1,750 tn/m2f´m = (Res. Comprension ladrillo) 600 tn/m2Ec = (modulo elasticidad acero) 2,000,000 tn/m2Em = (modulo elaticidad ladrillo) 300,000 tn/m2

1° NIVEL

Muro L t h (h/L) (h/L)^3 Kx, Ky (tn) Yi, Xi

X1 4.00 0.14 2.10 0.525 0.1447 19500.30 11.930 232638.63X2 4.00 0.14 2.10 0.525 0.1447 19500.30 11.930 232638.63X3 4.00 0.14 2.10 0.525 0.1447 19500.30 11.930 232638.63X4 4.00 0.14 2.10 0.525 0.1447 19500.30 11.930 232638.63X5 3.00 0.14 2.10 0.700 0.3430 12096.77 11.930 144314.52X6 3.00 0.14 2.10 0.700 0.3430 12096.77 11.930 144314.52X7 3.00 0.14 2.10 0.700 0.3430 12096.77 11.930 144314.52X8 2.59 0.14 2.10 0.811 0.5330 9201.27 7.950 73150.11X9 4.00 0.14 2.10 0.525 0.1447 19500.30 7.950 155027.42

X10 4.00 0.14 2.10 0.525 0.1447 19500.30 7.950 155027.42X11 4.00 0.14 2.10 0.525 0.1447 19500.30 7.950 155027.42X12 3.00 0.14 2.10 0.700 0.3430 12096.77 7.950 96169.35X13 3.00 0.14 2.10 0.700 0.3430 12096.77 7.950 96169.35X14 2.59 0.14 2.10 0.811 0.5330 9201.27 3.910 35976.97X15 2.36 0.14 2.10 0.890 0.7046 7653.40 3.910 29924.80X16 1.56 0.14 2.10 1.346 2.4394 3044.34 3.910 11903.38X17 1.56 0.14 2.10 1.346 2.4394 3044.34 3.910 11903.38X18 2.20 0.14 2.10 0.955 0.8697 6621.89 3.910 25891.59X19 2.93 0.14 2.10 0.717 0.3682 11593.01 3.910 45328.66X20 4.00 0.14 2.10 0.525 0.1447 19500.30 0.075 1462.52X21 4.00 0.14 2.10 0.525 0.1447 19500.30 0.075 1462.52X22 4.00 0.14 2.10 0.525 0.1447 19500.30 0.075 1462.52X23 4.00 0.14 2.10 0.525 0.1447 19500.30 0.075 1462.52X24 3.00 0.14 2.10 0.700 0.3430 12096.77 0.075 907.26X25 3.00 0.14 2.10 0.700 0.3430 12096.77 0.075 907.26X26 3.00 0.14 2.10 0.700 0.3430 12096.77 0.075 907.26Y1 3.98 0.14 2.10 0.528 0.1469 19350.41 0.075 1451.28Y2 1.20 0.14 2.10 1.750 5.3594 1573.77 0.075 118.03Y3 3.98 0.14 2.10 0.528 0.1469 19350.41 0.075 1451.28Y4 2.24 0.24 2.10 0.938 0.8240 11787.05 4.00 47148.20Y5 3.76 0.14 2.10 0.559 0.1742 17703.55 4.00 70814.18Y6 2.84 0.24 2.10 0.739 0.4043 18771.97 4.00 75087.86

4. CALCULO DEL CENTRO DE RIGIDEZ

kx Y, ky X (tn)

Y7 3.98 0.14 2.10 0.528 0.1469 19350.41 8.00 154803.27Y8 2.76 0.24 2.10 0.761 0.4405 17801.75 8.00 142413.98Y9 2.84 0.14 2.10 0.739 0.4043 10950.31 8.00 87602.51

Y10 3.98 0.24 2.10 0.528 0.1469 33172.13 12.00 398065.55Y11 2.76 0.24 2.10 0.761 0.4405 17801.75 12.00 213620.97Y12 2.84 0.14 2.10 0.739 0.4043 10950.31 12.00 131403.76Y13 3.98 0.14 2.10 0.528 0.1469 19350.41 16.00 309606.54Y14 2.76 0.24 2.10 0.761 0.4405 17801.75 16.00 284827.96Y15 2.84 0.14 2.10 0.739 0.4043 10950.31 16.00 175205.02Y16 3.84 0.14 2.10 0.547 0.1636 18301.89 19.00 347735.82Y17 2.76 0.14 2.10 0.761 0.4405 10384.35 19.00 197302.70Y18 2.84 0.14 2.10 0.739 0.4043 10950.31 19.00 208055.96Y19 3.04 0.14 2.10 0.691 0.3296 12386.02 22.00 272492.42Y20 3.90 0.14 2.10 0.538 0.1561 18751.07 22.00 412523.47Y21 2.84 0.14 2.10 0.739 0.4043 10950.31 22.00 240906.90Y22 3.84 0.14 2.10 0.547 0.1636 18301.89 25.00 457547.13Y23 3.96 0.14 2.10 0.530 0.1491 19200.53 25.00 480013.36

X= 431402.26 tn 2263569.82 tnY= 441183.58 tn 4710198.15 tn

Yk = 5.25 mXk = 10.68 m

2°, 3° y 4° NIV

Muro L t h (h/L) (h/L)^3 Kx, Ky (tn) Yi, Xi

X1 4.00 0.14 2.40 0.600 0.2160 15765.77 11.930 188085.59X2 4.00 0.14 2.40 0.600 0.2160 15765.77 11.930 188085.59X3 4.00 0.14 2.40 0.600 0.2160 15765.77 11.930 188085.59X4 4.00 0.14 2.40 0.600 0.2160 15765.77 11.930 188085.59X5 3.00 0.14 2.40 0.800 0.5120 9442.45 11.930 112648.38X6 3.00 0.14 2.40 0.800 0.5120 9442.45 11.930 112648.38X7 3.00 0.14 2.40 0.800 0.5120 9442.45 11.930 112648.38X8 2.59 0.14 2.40 0.927 0.7957 7043.89 7.950 55998.93X9 4.00 0.14 2.40 0.600 0.2160 15765.77 7.950 125337.84

X10 4.00 0.14 2.40 0.600 0.2160 15765.77 7.950 125337.84X11 4.00 0.14 2.40 0.600 0.2160 15765.77 7.950 125337.84X12 3.00 0.14 2.40 0.800 0.5120 9442.45 7.950 75067.45X13 3.00 0.14 2.40 0.800 0.5120 9442.45 7.950 75067.45X14 2.59 0.14 2.40 0.927 0.7957 7043.89 3.910 27541.61X15 2.36 0.14 2.40 1.017 1.0517 5786.95 3.910 22626.99

kx Y, ky X (tn)

X16 1.56 0.14 2.40 1.538 3.6413 2189.70 3.910 8561.73X17 1.56 0.14 2.40 1.538 3.6413 2189.70 3.910 8561.73X18 2.20 0.14 2.40 1.091 1.2983 4961.13 3.910 19398.01X19 2.93 0.14 2.40 0.819 0.5496 9021.28 3.910 35273.21X20 4.00 0.14 2.40 0.600 0.2160 15765.77 0.075 1182.43X21 4.00 0.14 2.40 0.600 0.2160 15765.77 0.075 1182.43X22 4.00 0.14 2.40 0.600 0.2160 15765.77 0.075 1182.43X23 4.00 0.14 2.40 0.600 0.2160 15765.77 0.075 1182.43X24 3.00 0.14 2.40 0.800 0.5120 9442.45 0.075 708.18X25 3.00 0.14 2.40 0.800 0.5120 9442.45 0.075 708.18X26 3.00 0.14 2.40 0.800 0.5120 9442.45 0.075 708.18Y1 3.98 0.14 2.40 0.603 0.2193 15635.84 0.075 1172.69Y2 1.20 0.14 2.40 2.000 8.0000 1105.26 0.075 82.89Y3 3.98 0.14 2.40 0.603 0.2193 15635.84 0.075 1172.69Y4 2.24 0.24 2.40 1.071 1.2300 8851.61 4.00 35406.45Y5 3.76 0.14 2.40 0.638 0.2601 14212.59 4.00 56850.38Y6 2.84 0.24 2.40 0.845 0.6035 14547.75 4.00 58191.00Y7 3.98 0.14 2.40 0.603 0.2193 15635.84 8.00 125086.75Y8 2.76 0.24 2.40 0.870 0.6575 13743.71 8.00 109949.67Y9 2.84 0.14 2.40 0.845 0.6035 8486.19 8.00 67889.50

Y10 3.98 0.24 2.40 0.603 0.2193 26804.30 12.00 321651.63Y11 2.76 0.24 2.40 0.870 0.6575 13743.71 12.00 164924.51Y12 2.84 0.14 2.40 0.845 0.6035 8486.19 12.00 101834.24Y13 3.98 0.14 2.40 0.603 0.2193 15635.84 16.00 250173.49Y14 2.76 0.24 2.40 0.870 0.6575 13743.71 16.00 219899.34Y15 2.84 0.14 2.40 0.845 0.6035 8486.19 16.00 135778.99Y16 3.84 0.14 2.40 0.625 0.2441 14728.77 19.00 279846.58Y17 2.76 0.14 2.40 0.870 0.6575 8017.16 19.00 152326.11Y18 2.84 0.14 2.40 0.845 0.6035 8486.19 19.00 161237.55Y19 3.04 0.14 2.40 0.789 0.4921 9684.92 22.00 213068.28Y20 3.90 0.14 2.40 0.615 0.2330 15116.97 22.00 332573.39Y21 2.84 0.14 2.40 0.845 0.6035 8486.19 22.00 186696.11Y22 3.84 0.14 2.40 0.625 0.2441 14728.77 25.00 368219.18Y23 3.96 0.14 2.40 0.606 0.2226 15506.00 25.00 387649.99

X= 342640.70 tn 1801252.40 tnY= 349368.42 tn 3731681.41 tn

Yk = 5.26 mXk = 10.68 m

5.1 EXCENTRICIDAD EN PISOS

ex = Xcr-Xcm

Ycr - Ycm

PRIMER PISO-1.66 0.53-0.43 0.58

2°, 3°, 4° PISO-1.66 0.55-0.42 0.59

5.2 EXCENTRICIDAD ACCIDENTAL

eje "x" 25.00 meje "y" 12.00 m

2.501.20

5.3 EXCENTRICIDAD TOTAL

ex - EXCENTRICIDAD ACCIDENTAL EN x

ey + EXCENTRICIDAD ACCIDENTAL EN yey - EXCENTRICIDAD ACCIDENTAL EN y

PRIMER PISO 2°, 3°, 4°PISO3.03 3.05

-1.97 -1.951.78 1.79

-0.62 -0.61

5. CALCULO DE EXCENTICIDAD

ey =

ex =ey =

ex =ey =

eaccx =eaccy =

e totalX =ex + EXCENTRICIDAD ACCIDENTAL EN x

e totaly =

e total X = e total X =

e total Y = e total Y =

1° NIVEL

Muro Ki (tn) Vb (tn)

X1 19500.30 431402.26 313.94 14.1909X2 19500.30 431402.26 313.94 14.1909X3 19500.30 431402.26 313.94 14.1909X4 19500.30 431402.26 313.94 14.1909X5 12096.77 431402.26 313.94 8.8032X6 12096.77 431402.26 313.94 8.8032X7 12096.77 431402.26 313.94 8.8032X8 9201.27 431402.26 313.94 6.6960X9 19500.30 431402.26 313.94 14.1909

X10 19500.30 431402.26 313.94 14.1909X11 19500.30 431402.26 313.94 14.1909X12 12096.77 431402.26 313.94 8.8032X13 12096.77 431402.26 313.94 8.8032X14 9201.27 431402.26 313.94 6.6960X15 7653.40 431402.26 313.94 5.5696X16 3044.34 431402.26 313.94 2.2155X17 3044.34 431402.26 313.94 2.2155X18 6621.89 431402.26 313.94 4.8189X19 11593.01 431402.26 313.94 8.4366X20 19500.30 431402.26 313.94 14.1909X21 19500.30 431402.26 313.94 14.1909X22 19500.30 431402.26 313.94 14.1909X23 19500.30 431402.26 313.94 14.1909X24 12096.77 431402.26 313.94 8.8032X25 12096.77 431402.26 313.94 8.8032X26 12096.77 431402.26 313.94 8.8032Y1 19350.41 441183.58 313.94 13.7696Y2 1573.77 441183.58 313.94 1.1199Y3 19350.41 441183.58 313.94 13.7696Y4 11787.05 441183.58 313.94 8.3876Y5 17703.55 441183.58 313.94 12.5977Y6 18771.97 441183.58 313.94 13.3580Y7 19350.41 441183.58 313.94 13.7696Y8 17801.75 441183.58 313.94 12.6676Y9 10950.31 441183.58 313.94 7.7922

Y10 33172.13 441183.58 313.94 23.6051Y11 17801.75 441183.58 313.94 12.6676Y12 10950.31 441183.58 313.94 7.7922Y13 19350.41 441183.58 313.94 13.7696Y14 17801.75 441183.58 313.94 12.6676Y15 10950.31 441183.58 313.94 7.7922

6. CALCULO DE CORTE DIRECTO NETO

∑ Kx, ∑ Ky v(tn)

Vn= Ki/ ∑ K *Vb (tn)

Y16 18301.89 441183.58 313.94 13.0235Y17 10384.35 441183.58 313.94 7.3894Y18 10950.31 441183.58 313.94 7.7922Y19 12386.02 441183.58 313.94 8.8138Y20 18751.07 441183.58 313.94 13.3431Y21 10950.31 441183.58 313.94 7.7922Y22 18301.89 441183.58 313.94 13.0235Y23 19200.53 441183.58 313.94 13.6630

2° NIVEL


X1 15765.77 342640.70 280.13 12.8895X2 15765.77 342640.70 280.13 12.8895X3 15765.77 342640.70 280.13 12.8895X4 15765.77 342640.70 280.13 12.8895X5 9442.45 342640.70 280.13 7.7198X6 9442.45 342640.70 280.13 7.7198X7 9442.45 342640.70 280.13 7.7198X8 7043.89 342640.70 280.13 5.7588X9 15765.77 342640.70 280.13 12.8895

X10 15765.77 342640.70 280.13 12.8895X11 15765.77 342640.70 280.13 12.8895X12 9442.45 342640.70 280.13 7.7198X13 9442.45 342640.70 280.13 7.7198X14 7043.89 342640.70 280.13 5.7588X15 5786.95 342640.70 280.13 4.7312X16 2189.70 342640.70 280.13 1.7902X17 2189.70 342640.70 280.13 1.7902X18 4961.13 342640.70 280.13 4.0560X19 9021.28 342640.70 280.13 7.3755X20 15765.77 342640.70 280.13 12.8895X21 15765.77 342640.70 280.13 12.8895X22 15765.77 342640.70 280.13 12.8895X23 15765.77 342640.70 280.13 12.8895X24 9442.45 342640.70 280.13 7.7198X25 9442.45 342640.70 280.13 7.7198X26 9442.45 342640.70 280.13 7.7198Y1 15635.84 349368.42 280.13 12.5371Y2 1105.26 349368.42 280.13 0.8862Y3 15635.84 349368.42 280.13 12.5371Y4 8851.61 349368.42 280.13 7.0974Y5 14212.59 349368.42 280.13 11.3959Y6 14547.75 349368.42 280.13 11.6647Y7 15635.84 349368.42 280.13 12.5371



Y8 13743.71 349368.42 280.13 11.0200Y9 8486.19 349368.42 280.13 6.8044

Y10 26804.30 349368.42 280.13 21.4922Y11 13743.71 349368.42 280.13 11.0200Y12 8486.19 349368.42 280.13 6.8044Y13 15635.84 349368.42 280.13 12.5371Y14 13743.71 349368.42 280.13 11.0200Y15 8486.19 349368.42 280.13 6.8044Y16 14728.77 349368.42 280.13 11.8098Y17 8017.16 349368.42 280.13 6.4283Y18 8486.19 349368.42 280.13 6.8044Y19 9684.92 349368.42 280.13 7.7656Y20 15116.97 349368.42 280.13 12.1211Y21 8486.19 349368.42 280.13 6.8044Y22 14728.77 349368.42 280.13 11.8098Y23 15506.00 349368.42 280.13 12.4330

3° NIVEL


X1 15765.77 342640.70 208.94 9.6140X2 15765.77 342640.70 208.94 9.6140X3 15765.77 342640.70 208.94 9.6140X4 15765.77 342640.70 208.94 9.6140X5 9442.45 342640.70 208.94 5.7580X6 9442.45 342640.70 208.94 5.7580X7 9442.45 342640.70 208.94 5.7580X8 7043.89 342640.70 208.94 4.2954X9 15765.77 342640.70 208.94 9.6140

X10 15765.77 342640.70 208.94 9.6140X11 15765.77 342640.70 208.94 9.6140X12 9442.45 342640.70 208.94 5.7580X13 9442.45 342640.70 208.94 5.7580X14 7043.89 342640.70 208.94 4.2954X15 5786.95 342640.70 208.94 3.5289X16 2189.70 342640.70 208.94 1.3353X17 2189.70 342640.70 208.94 1.3353X18 4961.13 342640.70 208.94 3.0253X19 9021.28 342640.70 208.94 5.5012X20 15765.77 342640.70 208.94 9.6140X21 15765.77 342640.70 208.94 9.6140X22 15765.77 342640.70 208.94 9.6140X23 15765.77 342640.70 208.94 9.6140X24 9442.45 342640.70 208.94 5.7580X25 9442.45 342640.70 208.94 5.7580X26 9442.45 342640.70 208.94 5.7580Y1 15635.84 349368.42 208.94 9.3512



Y2 1105.26 349368.42 208.94 0.6610Y3 15635.84 349368.42 208.94 9.3512Y4 8851.61 349368.42 208.94 5.2938Y5 14212.59 349368.42 208.94 8.5000Y6 14547.75 349368.42 208.94 8.7004Y7 15635.84 349368.42 208.94 9.3512Y8 13743.71 349368.42 208.94 8.2196Y9 8486.19 349368.42 208.94 5.0752

Y10 26804.30 349368.42 208.94 16.0306Y11 13743.71 349368.42 208.94 8.2196Y12 8486.19 349368.42 208.94 5.0752Y13 15635.84 349368.42 208.94 9.3512Y14 13743.71 349368.42 208.94 8.2196Y15 8486.19 349368.42 208.94 5.0752Y16 14728.77 349368.42 208.94 8.8087Y17 8017.16 349368.42 208.94 4.7947Y18 8486.19 349368.42 208.94 5.0752Y19 9684.92 349368.42 208.94 5.7922Y20 15116.97 349368.42 208.94 9.0409Y21 8486.19 349368.42 208.94 5.0752Y22 14728.77 349368.42 208.94 8.8087Y23 15506.00 349368.42 208.94 9.2735

4° NIVEL


X1 15765.77 342640.70 102.16 4.7007X2 15765.77 342640.70 102.16 4.7007X3 15765.77 342640.70 102.16 4.7007X4 15765.77 342640.70 102.16 4.7007X5 9442.45 342640.70 102.16 2.8154X6 9442.45 342640.70 102.16 2.8154X7 9442.45 342640.70 102.16 2.8154X8 7043.89 342640.70 102.16 2.1002X9 15765.77 342640.70 102.16 4.7007

X10 15765.77 342640.70 102.16 4.7007X11 15765.77 342640.70 102.16 4.7007X12 9442.45 342640.70 102.16 2.8154X13 9442.45 342640.70 102.16 2.8154X14 7043.89 342640.70 102.16 2.1002X15 5786.95 342640.70 102.16 1.7254X16 2189.70 342640.70 102.16 0.6529X17 2189.70 342640.70 102.16 0.6529X18 4961.13 342640.70 102.16 1.4792X19 9021.28 342640.70 102.16 2.6898X20 15765.77 342640.70 102.16 4.7007X21 15765.77 342640.70 102.16 4.7007



X22 15765.77 342640.70 102.16 4.7007X23 15765.77 342640.70 102.16 4.7007X24 9442.45 342640.70 102.16 2.8154X25 9442.45 342640.70 102.16 2.8154X26 9442.45 342640.70 102.16 2.8154Y1 15635.84 349368.42 102.16 4.5722Y2 1105.26 349368.42 102.16 0.3232Y3 15635.84 349368.42 102.16 4.5722Y4 8851.61 349368.42 102.16 2.5884Y5 14212.59 349368.42 102.16 4.1560Y6 14547.75 349368.42 102.16 4.2541Y7 15635.84 349368.42 102.16 4.5722Y8 13743.71 349368.42 102.16 4.0189Y9 8486.19 349368.42 102.16 2.4815

Y10 26804.30 349368.42 102.16 7.8381Y11 13743.71 349368.42 102.16 4.0189Y12 8486.19 349368.42 102.16 2.4815Y13 15635.84 349368.42 102.16 4.5722Y14 13743.71 349368.42 102.16 4.0189Y15 8486.19 349368.42 102.16 2.4815Y16 14728.77 349368.42 102.16 4.3070Y17 8017.16 349368.42 102.16 2.3444Y18 8486.19 349368.42 102.16 2.4815Y19 9684.92 349368.42 102.16 2.8321Y20 15116.97 349368.42 102.16 4.4205Y21 8486.19 349368.42 102.16 2.4815Y22 14728.77 349368.42 102.16 4.3070Y23 15506.00 349368.42 102.16 4.5343

PRIMER PISO

MURO Yi Ycr Ky Y2*Ky

X1 11.930 5.25 6.68 44.66 19500.30 870930.83X2 11.930 5.25 6.68 44.66 19500.30 870930.83X3 11.930 5.25 6.68 44.66 19500.30 870930.83X4 11.930 5.25 6.68 44.66 19500.30 870930.83X5 11.930 5.25 6.68 44.66 12096.77 540271.23X6 11.930 5.25 6.68 44.66 12096.77 540271.23X7 11.930 5.25 6.68 44.66 12096.77 540271.23X8 7.950 5.25 2.70 7.31 9201.27 67226.16X9 7.950 5.25 2.70 7.31 19500.30 142472.77

X10 7.950 5.25 2.70 7.31 19500.30 142472.77X11 7.950 5.25 2.70 7.31 19500.30 142472.77X12 7.950 5.25 2.70 7.31 12096.77 88381.23X13 7.950 5.25 2.70 7.31 12096.77 88381.23X14 3.910 5.25 -1.34 1.79 9201.27 16448.03X15 3.910 5.25 -1.34 1.79 7653.40 13681.08X16 3.910 5.25 -1.34 1.79 3044.34 5442.01X17 3.910 5.25 -1.34 1.79 3044.34 5442.01X18 3.910 5.25 -1.34 1.79 6621.89 11837.18X19 3.910 5.25 -1.34 1.79 11593.01 20723.46X20 0.075 5.25 -5.17 26.75 19500.30 521626.06X21 0.075 5.25 -5.17 26.75 19500.30 521626.06X22 0.075 5.25 -5.17 26.75 19500.30 521626.06X23 0.075 5.25 -5.17 26.75 19500.30 521626.06X24 0.075 5.25 -5.17 26.75 12096.77 323584.31X25 0.075 5.25 -5.17 26.75 12096.77 323584.31X26 0.075 5.25 -5.17 26.75 12096.77 323584.31J = 33,237,926.1 ∑ = 8906774.85

MURO Xi Xcr Kx Y2*Kx

Y1 0.075 10.68 -10.60 112.39 19350.41 2174735.81Y2 0.075 10.68 -10.60 112.39 1573.77 176871.46Y3 0.075 10.68 -10.60 112.39 19350.41 2174735.81Y4 4.000 10.68 -6.68 44.57 11787.05 525380.37Y5 4.000 10.68 -6.68 44.57 17703.55 789094.41Y6 4.000 10.68 -6.68 44.57 18771.97 836716.75Y7 8.000 10.68 -2.68 7.16 19350.41 138596.50Y8 8.000 10.68 -2.68 7.16 17801.75 127504.28

7. CALCULO DE MOMENTO POLAR DE INERCIA

Yi-Ycr=Y Y2

Xi-Xcr=X X2

Y9 8.000 10.68 -2.68 7.16 10950.31 78431.17Y10 12.000 10.68 1.32 1.75 33172.13 58125.61Y11 12.000 10.68 1.32 1.75 17801.75 31192.98Y12 12.000 10.68 1.32 1.75 10950.31 19187.60Y1 16.000 10.68 5.32 28.34 19350.41 548429.78

Y14 16.000 10.68 5.32 28.34 17801.75 504537.60Y15 16.000 10.68 5.32 28.34 10950.31 310354.07Y16 19.000 10.68 8.32 69.28 18301.89 1268034.46Y17 19.000 10.68 8.32 69.28 10384.35 719473.28Y18 19.000 10.68 8.32 69.28 10950.31 758685.51Y19 22.000 10.68 11.32 128.23 12386.02 1588218.38Y20 22.000 10.68 11.32 128.23 18751.07 2404387.45Y21 22.000 10.68 11.32 128.23 10950.31 1404122.59Y22 25.000 10.68 14.32 205.17 18301.89 3754980.17Y23 25.000 10.68 14.32 205.17 19200.53 3939355.17

∑ = 24331151.25

2, 3 4°° NIVEL

Muro Yi Ycr Ky Y2*Ky

X1 11.930 5.26 6.67 44.53 15765.77 702038.65X2 11.930 5.26 6.67 44.53 15765.77 702038.65X3 11.930 5.26 6.67 44.53 15765.77 702038.65X4 11.930 5.26 6.67 44.53 15765.77 702038.65X5 11.930 5.26 6.67 44.53 9442.45 420465.59X6 11.930 5.26 6.67 44.53 9442.45 420465.59X7 11.930 5.26 6.67 44.53 9442.45 420465.59X8 7.950 5.26 2.69 7.25 7043.89 51085.13X9 7.950 5.26 2.69 7.25 15765.77 114339.67

X10 7.950 5.26 2.69 7.25 15765.77 114339.67X11 7.950 5.26 2.69 7.25 15765.77 114339.67X12 7.950 5.26 2.69 7.25 9442.45 68480.42X13 7.950 5.26 2.69 7.25 9442.45 68480.42X14 3.910 5.26 -1.35 1.81 7043.89 12779.96X15 3.910 5.26 -1.35 1.81 5786.95 10499.46X16 3.910 5.26 -1.35 1.81 2189.70 3972.85X17 3.910 5.26 -1.35 1.81 2189.70 3972.85X18 3.910 5.26 -1.35 1.81 4961.13 9001.14X19 3.910 5.26 -1.35 1.81 9021.28 16367.60X20 0.075 5.26 -5.18 26.85 15765.77 423355.41X21 0.075 5.26 -5.18 26.85 15765.77 423355.41X22 0.075 5.26 -5.18 26.85 15765.77 423355.41X23 0.075 5.26 -5.18 26.85 15765.77 423355.41X24 0.075 5.26 -5.18 26.85 9442.45 253556.39X25 0.075 5.26 -5.18 26.85 9442.45 253556.39X26 0.075 5.26 -5.18 26.85 9442.45 253556.39

Yi-Ycr=Y Y2

J = 26486067.4 ∑ = 7111301.05

MURO Xi Xcr Ky Y2*Ky

Y1 0.075 10.68 -10.61 112.49 15635.84 1758906.21Y2 0.075 10.68 -10.61 112.49 1105.26 124333.19Y3 0.075 10.68 -10.61 112.49 15635.84 1758906.21Y4 4.000 10.68 -6.68 44.64 8851.61 395124.66Y5 4.000 10.68 -6.68 44.64 14212.59 634431.99Y6 4.000 10.68 -6.68 44.64 14547.75 649392.89Y7 8.000 10.68 -2.68 7.19 15635.84 112405.26Y8 8.000 10.68 -2.68 7.19 13743.71 98802.81Y9 8.000 10.68 -2.68 7.19 8486.19 61006.76

Y10 12.000 10.68 1.32 1.74 26804.30 46617.43Y11 12.000 10.68 1.32 1.74 13743.71 23902.74Y12 12.000 10.68 1.32 1.74 8486.19 14758.98Y13 16.000 10.68 5.32 28.29 15635.84 442328.72Y14 16.000 10.68 5.32 28.29 13743.71 388801.36Y15 16.000 10.68 5.32 28.29 8486.19 240069.19Y16 19.000 10.68 8.32 69.20 14728.77 1019261.29Y17 19.000 10.68 8.32 69.20 8017.16 554804.37Y18 19.000 10.68 8.32 69.20 8486.19 587261.78Y19 22.000 10.68 11.32 128.11 9684.92 1240781.34Y20 22.000 10.68 11.32 128.11 15116.97 1936707.15Y21 22.000 10.68 11.32 128.11 8486.19 1087205.73Y22 25.000 10.68 14.32 205.03 14728.77 3019801.15Y23 25.000 10.68 14.32 205.03 15506.00 3179155.12

∑ = 19374766.31

Xi-Xcr=X X2

PRIMER PISO

brazo maximo "y" 1.78 brazo maximo "x" 3.03cortante basal 313.94 cortante basal 313.94Mtx = 558.819248 Mt y= 951.248496

SEGUNDO PISO

brazo maximo "y" 1.79 brazo maximo "x" 3.05cortante basal 280.13 cortante basal 280.13Mt = 501.433463 Mt y= 854.397801

TERCER PISO


CUARTO PISO


8. CALCULO DE MOMENTO TORSOR

1° NIVEL

Muro Ki Y J Mt ∆v Vn

X1 19500.30 6.68 33237926.10 558.82 2.1910 14.19 16.38X2 19500.30 6.68 33237926.10 558.82 2.1910 14.19 16.38X3 19500.30 6.68 33237926.10 558.82 2.1910 14.19 16.38X4 19500.30 6.68 33237926.10 558.82 2.1910 14.19 16.38X5 12096.77 6.68 33237926.10 558.82 1.3592 8.80 10.16X6 12096.77 6.68 33237926.10 558.82 1.3592 8.80 10.16X7 12096.77 6.68 33237926.10 558.82 1.3592 8.80 10.16X8 9201.27 2.70 33237926.10 558.82 0.4181 6.70 7.11X9 19500.30 2.70 33237926.10 558.82 0.8862 14.19 15.08

X10 19500.30 2.70 33237926.10 558.82 0.8862 14.19 15.08X11 19500.30 2.70 33237926.10 558.82 0.8862 14.19 15.08X12 12096.77 2.70 33237926.10 558.82 0.5497 8.80 9.35X13 12096.77 2.70 33237926.10 558.82 0.5497 8.80 9.35X14 9201.27 -1.34 33237926.10 558.82 -0.2068 6.70 6.70X15 7653.40 -1.34 33237926.10 558.82 -0.1720 5.57 5.57X16 3044.34 -1.34 33237926.10 558.82 -0.0684 2.22 2.22X17 3044.34 -1.34 33237926.10 558.82 -0.0684 2.22 2.22X18 6621.89 -1.34 33237926.10 558.82 -0.1489 4.82 4.82X19 11593.01 -1.34 33237926.10 558.82 -0.2606 8.44 8.44X20 19500.30 -5.17 33237926.10 558.82 -1.6957 14.19 14.19X21 19500.30 -5.17 33237926.10 558.82 -1.6957 14.19 14.19X22 19500.30 -5.17 33237926.10 558.82 -1.6957 14.19 14.19X23 19500.30 -5.17 33237926.10 558.82 -1.6957 14.19 14.19X24 12096.77 -5.17 33237926.10 558.82 -1.0519 8.80 8.80X25 12096.77 -5.17 33237926.10 558.82 -1.0519 8.80 8.80X26 12096.77 -5.17 33237926.10 558.82 -1.0519 8.80 8.80

Muro Ki X J Mt ∆v Vn

Y1 19350.41 -10.60 33237926.10 951.25 -5.8710 13.77 13.77Y2 1573.77 -10.60 33237926.10 951.25 -0.4775 1.12 1.12Y3 19350.41 -10.60 33237926.10 951.25 -5.8710 13.77 13.77Y4 11787.05 -6.68 33237926.10 951.25 -2.2522 8.39 8.39Y5 17703.55 -6.68 33237926.10 951.25 -3.3826 12.60 12.60Y6 18771.97 -6.68 33237926.10 951.25 -3.5868 13.36 13.36Y7 19350.41 -2.68 33237926.10 951.25 -1.4821 13.77 13.77Y8 17801.75 -2.68 33237926.10 951.25 -1.3635 12.67 12.67Y9 10950.31 -2.68 33237926.10 951.25 -0.8387 7.79 7.79

9. CALCULO POR INCREMENTO DE FUERZA CORTANTE DEBIDO AL MOMENTO TORSOR

SOLO MAYOR A

CERO

VD= Vn+ ∆v

VD= Vn+ ∆v

Y10 33172.13 1.32 33237926.10 951.25 1.2567 23.61 23.61Y11 17801.75 1.32 33237926.10 951.25 0.6744 12.67 12.67Y12 10950.31 1.32 33237926.10 951.25 0.4148 7.79 7.79Y13 19350.41 5.32 33237926.10 951.25 2.9483 13.77 16.72Y14 17801.75 5.32 33237926.10 951.25 2.7123 12.67 15.38Y15 10950.31 5.32 33237926.10 951.25 1.6684 7.79 9.46Y16 18301.89 8.32 33237926.10 951.25 4.3599 13.02 17.38Y17 10384.35 8.32 33237926.10 951.25 2.4738 7.39 9.86Y18 10950.31 8.32 33237926.10 951.25 2.6086 7.79 10.40Y19 12386.02 11.32 33237926.10 951.25 4.0140 8.81 12.83Y20 18751.07 11.32 33237926.10 951.25 6.0768 13.34 19.42Y21 10950.31 11.32 33237926.10 951.25 3.5488 7.79 11.34Y22 18301.89 14.32 33237926.10 951.25 7.5026 13.02 20.53Y23 19200.53 14.32 33237926.10 951.25 7.8710 13.66 21.53

2° NIVEL


X1 15765.77 6.67 26486067.37 501.43 1.9917 12.89 14.88X2 15765.77 6.67 26486067.37 501.43 1.9917 12.89 14.88X3 15765.77 6.67 26486067.37 501.43 1.9917 12.89 14.88X4 15765.77 6.67 26486067.37 501.43 1.9917 12.89 14.88X5 9442.45 6.67 26486067.37 501.43 1.1929 7.72 8.91X6 9442.45 6.67 26486067.37 501.43 1.1929 7.72 8.91X7 9442.45 6.67 26486067.37 501.43 1.1929 7.72 8.91X8 7043.89 2.69 26486067.37 501.43 0.3591 5.76 6.12X9 15765.77 2.69 26486067.37 501.43 0.8038 12.89 13.69


VD= Vn+ ∆v


Y1 15635.84 -10.61 26486067.37 854.40 -5.3496 12.54 12.54Y2 1105.26 -10.61 26486067.37 854.40 -0.3782 0.89 0.89Y3 15635.84 -10.61 26486067.37 854.40 -5.3496 12.54 12.54Y4 8851.61 -6.68 26486067.37 854.40 -1.9077 7.10 7.10Y5 14212.59 -6.68 26486067.37 854.40 -3.0632 11.40 11.40Y6 14547.75 -6.68 26486067.37 854.40 -3.1354 11.66 11.66Y7 15635.84 -2.68 26486067.37 854.40 -1.3524 12.54 12.54Y8 13743.71 -2.68 26486067.37 854.40 -1.1887 11.02 11.02Y9 8486.19 -2.68 26486067.37 854.40 -0.7340 6.80 6.80

Y10 26804.30 1.32 26486067.37 854.40 1.1403 21.49 21.49Y11 13743.71 1.32 26486067.37 854.40 0.5847 11.02 11.02Y12 8486.19 1.32 26486067.37 854.40 0.3610 6.80 6.80Y13 15635.84 5.32 26486067.37 854.40 2.6827 12.54 15.22Y14 13743.71 5.32 26486067.37 854.40 2.3581 11.02 13.38Y15 8486.19 5.32 26486067.37 854.40 1.4560 6.80 8.26Y16 14728.77 8.32 26486067.37 854.40 3.9525 11.81 15.76Y17 8017.16 8.32 26486067.37 854.40 2.1514 6.43 8.58Y18 8486.19 8.32 26486067.37 854.40 2.2773 6.80 9.08Y19 9684.92 11.32 26486067.37 854.40 3.5362 7.77 11.30Y20 15116.97 11.32 26486067.37 854.40 5.5196 12.12 17.64Y21 8486.19 11.32 26486067.37 854.40 3.0985 6.80 9.90Y22 14728.77 14.32 26486067.37 854.40 6.8032 11.81 18.61Y23 15506.00 14.32 26486067.37 854.40 7.1622 12.43 19.60

3° NIVEL


X1 15765.77 6.67 26486067.37 374.01 1.4856 9.61 11.10X2 15765.77 6.67 26486067.37 374.01 1.4856 9.61 11.10X3 15765.77 6.67 26486067.37 374.01 1.4856 9.61 11.10X4 15765.77 6.67 26486067.37 374.01 1.4856 9.61 11.10X5 9442.45 6.67 26486067.37 374.01 0.8898 5.76 6.65X6 9442.45 6.67 26486067.37 374.01 0.8898 5.76 6.65X7 9442.45 6.67 26486067.37 374.01 0.8898 5.76 6.65X8 7043.89 2.69 26486067.37 374.01 0.2679 4.30 4.56X9 15765.77 2.69 26486067.37 374.01 0.5995 9.61 10.21

X10 15765.77 2.69 26486067.37 374.01 0.5995 9.61 10.21X11 15765.77 2.69 26486067.37 374.01 0.5995 9.61 10.21X12 9442.45 2.69 26486067.37 374.01 0.3591 5.76 6.12X13 9442.45 2.69 26486067.37 374.01 0.3591 5.76 6.12X14 7043.89 -1.35 26486067.37 374.01 -0.1340 4.30 4.30X15 5786.95 -1.35 26486067.37 374.01 -0.1101 3.53 3.53X16 2189.70 -1.35 26486067.37 374.01 -0.0416 1.34 1.34

VD= Vn+ ∆v

VD= Vn+ ∆v

X17 2189.70 -1.35 26486067.37 374.01 -0.0416 1.34 1.34X18 4961.13 -1.35 26486067.37 374.01 -0.0944 3.03 3.03X19 9021.28 -1.35 26486067.37 374.01 -0.1716 5.50 5.50X20 15765.77 -5.18 26486067.37 374.01 -1.1536 9.61 9.61X21 15765.77 -5.18 26486067.37 374.01 -1.1536 9.61 9.61X22 15765.77 -5.18 26486067.37 374.01 -1.1536 9.61 9.61X23 15765.77 -5.18 26486067.37 374.01 -1.1536 9.61 9.61X24 9442.45 -5.18 26486067.37 374.01 -0.6909 5.76 5.76X25 9442.45 -5.18 26486067.37 374.01 -0.6909 5.76 5.76X26 9442.45 -5.18 26486067.37 374.01 -0.6909 5.76 5.76


Y1 15635.84 -10.61 26486067.37 637.28 -3.9902 9.35 9.35Y2 1105.26 -10.61 26486067.37 637.28 -0.2821 0.66 0.66Y3 15635.84 -10.61 26486067.37 637.28 -3.9902 9.35 9.35Y4 8851.61 -6.68 26486067.37 637.28 -1.4229 5.29 5.29Y5 14212.59 -6.68 26486067.37 637.28 -2.2848 8.50 8.50Y6 14547.75 -6.68 26486067.37 637.28 -2.3386 8.70 8.70Y7 15635.84 -2.68 26486067.37 637.28 -1.0087 9.35 9.35Y8 13743.71 -2.68 26486067.37 637.28 -0.8866 8.22 8.22Y9 8486.19 -2.68 26486067.37 637.28 -0.5475 5.08 5.08

Y10 26804.30 1.32 26486067.37 637.28 0.8505 16.03 16.03Y11 13743.71 1.32 26486067.37 637.28 0.4361 8.22 8.22Y12 8486.19 1.32 26486067.37 637.28 0.2693 5.08 5.08Y13 15635.84 5.32 26486067.37 637.28 2.0010 9.35 11.35Y14 13743.71 5.32 26486067.37 637.28 1.7588 8.22 9.98Y15 8486.19 5.32 26486067.37 637.28 1.0860 5.08 6.16Y16 14728.77 8.32 26486067.37 637.28 2.9481 8.81 11.76Y17 8017.16 8.32 26486067.37 637.28 1.6047 4.79 6.40Y18 8486.19 8.32 26486067.37 637.28 1.6986 5.08 6.77Y19 9684.92 11.32 26486067.37 637.28 2.6376 5.79 8.43Y20 15116.97 11.32 26486067.37 637.28 4.1169 9.04 13.16Y21 8486.19 11.32 26486067.37 637.28 2.3111 5.08 7.39Y22 14728.77 14.32 26486067.37 637.28 5.0744 8.81 13.88Y23 15506.00 14.32 26486067.37 637.28 5.3422 9.27 14.62

4° NIVEL


X1 15765.77 6.67 26486067.37 182.87 0.7264 4.70 5.43X2 15765.77 6.67 26486067.37 182.87 0.7264 4.70 5.43X3 15765.77 6.67 26486067.37 182.87 0.7264 4.70 5.43X4 15765.77 6.67 26486067.37 182.87 0.7264 4.70 5.43X5 9442.45 6.67 26486067.37 182.87 0.4350 2.82 3.25X6 9442.45 6.67 26486067.37 182.87 0.4350 2.82 3.25X7 9442.45 6.67 26486067.37 182.87 0.4350 2.82 3.25

VD= Vn+ ∆v

VD= Vn+ ∆v

X8 7043.89 2.69 26486067.37 182.87 0.1310 2.10 2.23X9 15765.77 2.69 26486067.37 182.87 0.2931 4.70 4.99



Y1 15635.84 -10.61 26486067.37 311.59 -1.9510 4.57 4.57Y2 1105.26 -10.61 26486067.37 311.59 -0.1379 0.32 0.32Y3 15635.84 -10.61 26486067.37 311.59 -1.9510 4.57 4.57Y4 8851.61 -6.68 26486067.37 311.59 -0.6957 2.59 2.59Y5 14212.59 -6.68 26486067.37 311.59 -1.1171 4.16 4.16Y6 14547.75 -6.68 26486067.37 311.59 -1.1435 4.25 4.25Y7 15635.84 -2.68 26486067.37 311.59 -0.4932 4.57 4.57Y8 13743.71 -2.68 26486067.37 311.59 -0.4335 4.02 4.02Y9 8486.19 -2.68 26486067.37 311.59 -0.2677 2.48 2.48

Y10 26804.30 1.32 26486067.37 311.59 0.4159 7.84 7.84Y11 13743.71 1.32 26486067.37 311.59 0.2132 4.02 4.02Y12 8486.19 1.32 26486067.37 311.59 0.1317 2.48 2.48Y13 15635.84 5.32 26486067.37 311.59 0.9784 4.57 5.55Y14 13743.71 5.32 26486067.37 311.59 0.8600 4.02 4.88Y15 8486.19 5.32 26486067.37 311.59 0.5310 2.48 3.01Y16 14728.77 8.32 26486067.37 311.59 1.4414 4.31 5.75Y17 8017.16 8.32 26486067.37 311.59 0.7846 2.34 3.13Y18 8486.19 8.32 26486067.37 311.59 0.8305 2.48 3.31Y19 9684.92 11.32 26486067.37 311.59 1.2896 2.83 4.12Y20 15116.97 11.32 26486067.37 311.59 2.0130 4.42 6.43Y21 8486.19 11.32 26486067.37 311.59 1.1300 2.48 3.61Y22 14728.77 14.32 26486067.37 311.59 2.4811 4.31 6.79Y23 15506.00 14.32 26486067.37 311.59 2.6120 4.53 7.15

VD= Vn+ ∆v

DATOS:f'c = (Res. Compresion concreto) 175 kg/cm2f´m = (Res. Comprension ladrillo) 60 kg/cm2fy = (acero de refuerzo) 4,200 kg/cm2

10.1 DISEÑO POR CORTE:

10.1.1 CALCULO DE ESFUERZO CORTANTE ACTUANTE (Va):

10.1.2 CALCULO DE ESFUERZO CORTANTE ADMISIBLE (Vm):

1° PISO

Muro Longitud (m) area (cm2) PD (kg) PL (kg)

X1 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00X2 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00X3 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00X4 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00X5 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00X6 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00X7 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00

X8 2.59 0.24 2.60 6216.00 2,226.36 268,324.0 352.24

X9 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X10 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X11 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X12 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00

X13 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00

X14 2.59 0.24 2.60 6216.00 2,226.36 268,324.0 352.24

X15 2.36 0.24 2.60 5664.00 2,028.66 222,784.0 320.96

X16 1.56 0.24 2.60 3744.00 1,340.98 97,344.0 212.16

X17 1.56 0.24 2.60 3744.00 1,340.98 97,344.0 212.16

X18 2.20 0.24 2.60 5280.00 1,891.12 193,600.0 299.20

X19 2.93 0.24 2.60 7032.00 2,518.63 343,396.0 398.48

X20 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X21 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X22 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X23 4.00 0.24 2.60 9600.00 3,438.40 640,000.0 544.00

X24 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00

X25 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00

X26 3.00 0.24 2.60 7200.00 2,578.80 360,000.0 408.00Y1 3.98 0.24 2.60 9552.00 6,074.98 633,616.0 1938.00Y2 1.20 0.24 2.60 2880.00 2,636.64 57,600.0 1008.00

10. CALCULO DE DISEÑO DE MUROS

Espesor (m)

altura H (m)

modulo de seccion (cm3)

Y3 3.98 0.24 2.60 9552.00 5,862.18 633,616.0 1826.00Y4 2.24 0.24 2.60 5376.00 6,711.61 200,704.0 2378.00Y5 3.76 0.24 2.60 9024.00 7,926.31 565,504.0 2982.00Y6 2.84 0.24 2.60 6816.00 7,812.13 322,624.0 2648.00Y7 3.98 0.24 2.60 9552.00 7,188.38 633,616.0 2524.00Y8 2.76 0.24 2.60 6624.00 8,630.59 304,704.0 3120.00Y9 2.84 0.24 2.60 6816.00 6,472.61 322,624.0 2508.00

Y10 3.98 0.24 2.60 9552.00 10,706.82 633,616.0 3584.00Y11 2.76 0.24 2.60 6624.00 8,630.59 304,704.0 3120.00Y12 2.84 0.24 2.60 6816.00 4,766.41 322,624.0 1610.00Y13 3.98 0.24 2.60 9552.00 8,351.18 633,616.0 3136.00Y14 2.76 0.24 2.60 6624.00 7,889.59 304,704.0 2730.00Y15 2.84 0.24 2.60 6816.00 6,149.61 322,624.0 2338.00Y16 3.84 0.24 2.60 9216.00 7,415.81 589,824.0 2688.00Y17 2.76 0.24 2.60 6624.00 6,105.31 304,704.0 2340.00Y18 2.84 0.24 2.60 6816.00 5,515.01 322,624.0 2004.00Y19 3.04 0.24 2.60 7296.00 5,703.65 369,664.0 2040.00Y20 3.90 0.24 2.60 9360.00 7,911.68 608,400.0 2930.00Y21 2.84 0.24 2.60 6816.00 5,469.41 322,624.0 1980.00Y22 3.84 0.24 2.60 9216.00 4,512.61 589,824.0 1160.00Y23 3.96 0.24 2.60 9504.00 6,895.15 627,264.0 2376.00

2° PISO


X1 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X2 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X3 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X4 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X5 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X6 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X7 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X8 2.59 0.24 2.60 6216.00 2,422.17 268,324.0 352.24X9 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00

X10 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X11 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X12 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X13 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X14 2.59 0.24 2.60 6216.00 2,422.17 268,324.0 352.24X15 2.36 0.24 2.60 5664.00 2,207.07 222,784.0 320.96X16 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 212.16X17 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 212.16X18 2.20 0.24 2.60 5280.00 2,057.44 193,600.0 299.20X19 2.93 0.24 2.60 7032.00 2,740.14 343,396.0 398.48

Espesor (m)

altura H (m)


X20 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X21 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X22 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X23 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X24 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X25 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X26 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00Y1 3.98 0.24 2.60 9552.00 6,375.86 633,616.0 1938.00Y2 1.20 0.24 2.60 2880.00 2,727.36 57,600.0 1008.00Y3 3.98 0.24 2.60 9552.00 6,163.06 633,616.0 1826.00Y4 2.24 0.24 2.60 5376.00 7,001.91 200,704.0 2378.00Y5 3.76 0.24 2.60 9024.00 8,210.57 565,504.0 2982.00Y6 2.84 0.24 2.60 6816.00 8,180.19 322,624.0 2648.00Y7 3.98 0.24 2.60 9552.00 7,489.26 633,616.0 2524.00Y8 2.76 0.24 2.60 6624.00 8,988.29 304,704.0 3120.00Y9 2.84 0.24 2.60 6816.00 6,687.31 322,624.0 2508.00

Y10 3.98 0.24 2.60 9552.00 11,222.62 633,616.0 3584.00Y11 2.76 0.24 2.60 6624.00 8,988.29 304,704.0 3120.00Y12 2.84 0.24 2.60 6816.00 4,981.11 322,624.0 1610.00Y13 3.98 0.24 2.60 9552.00 8,652.06 633,616.0 3136.00Y14 2.76 0.24 2.60 6624.00 8,247.29 304,704.0 2730.00Y15 2.84 0.24 2.60 6816.00 6,364.31 322,624.0 2338.00Y16 3.84 0.24 2.60 9216.00 7,706.11 589,824.0 2688.00Y17 2.76 0.24 2.60 6624.00 6,313.97 304,704.0 2340.00Y18 2.84 0.24 2.60 6816.00 5,729.71 322,624.0 2004.00Y19 3.04 0.24 2.60 7296.00 5,933.47 369,664.0 2040.00Y20 3.90 0.24 2.60 9360.00 8,206.52 608,400.0 2930.00Y21 2.84 0.24 2.60 6816.00 5,684.11 322,624.0 1980.00Y22 3.84 0.24 2.60 9216.00 4,802.91 589,824.0 1160.00Y23 3.96 0.24 2.60 9504.00 7,194.53 627,264.0 2376.00

3° PISO


X1 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X2 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X3 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X4 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X5 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X6 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X7 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X8 2.59 0.14 2.60 3626.00 2,422.17 156,522.3 352.24X9 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00

Espesor (m)

altura H (m)


X10 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X11 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X12 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X13 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X14 2.59 0.14 2.60 3626.00 2,422.17 156,522.3 352.24X15 2.36 0.14 2.60 3304.00 2,207.07 129,957.3 320.96X16 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 212.16X17 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 212.16X18 2.20 0.14 2.60 3080.00 2,057.44 112,933.3 299.20X19 2.93 0.24 2.60 7032.00 2,740.14 343,396.0 398.48X20 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X21 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X22 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X23 4.00 0.24 2.60 9600.00 3,740.80 640,000.0 544.00X24 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X25 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00X26 3.00 0.24 2.60 7200.00 2,805.60 360,000.0 408.00Y1 3.98 0.24 2.60 9552.00 6,375.86 633,616.0 1938.00Y2 1.20 0.24 2.60 2880.00 3,837.31 57,600.0 1008.00Y3 3.98 0.24 2.60 9552.00 6,014.17 633,616.0 1826.00Y4 2.24 0.24 2.60 5376.00 7,001.91 200,704.0 2378.00Y5 3.76 0.24 2.60 9024.00 8,814.79 565,504.0 2982.00Y6 2.84 0.24 2.60 6816.00 8,091.49 322,624.0 2648.00Y7 3.98 0.24 2.60 9552.00 9,208.62 633,616.0 2524.00Y8 2.76 0.24 2.60 6624.00 9,076.99 304,704.0 3120.00Y9 2.84 0.24 2.60 6816.00 7,825.49 322,624.0 2508.00

Y10 3.98 0.24 2.60 9552.00 11,222.62 633,616.0 3584.00Y11 2.76 0.24 2.60 6624.00 9,076.99 304,704.0 3120.00Y12 2.84 0.24 2.60 6816.00 6,119.29 322,624.0 1610.00Y13 3.98 0.24 2.60 9552.00 8,652.06 633,616.0 3136.00Y14 2.76 0.24 2.60 6624.00 8,335.99 304,704.0 2730.00Y15 2.84 0.14 2.60 3976.00 6,310.17 188,197.3 2338.00Y16 3.84 0.24 2.60 9216.00 7,706.11 589,824.0 2688.00Y17 2.76 0.24 2.60 6624.00 6,368.11 304,704.0 2340.00Y18 2.84 0.24 2.60 6816.00 6,447.12 322,624.0 2004.00Y19 3.04 0.24 2.60 7296.00 5,933.47 369,664.0 2040.00Y20 3.90 0.24 2.60 9360.00 8,213.29 608,400.0 2930.00Y21 2.84 0.24 2.60 6816.00 6,401.52 322,624.0 1980.00Y22 3.84 0.24 2.60 9216.00 4,850.29 589,824.0 1160.00Y23 3.96 0.24 2.60 9504.00 7,208.06 627,264.0 2376.00

4° PISO


X1 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X2 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X3 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X4 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X5 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X6 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X7 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X8 2.59 0.14 2.60 3626.00 2,422.17 156,522.3 176.12X9 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00

X10 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X11 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X12 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X13 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X14 2.59 0.14 2.60 3626.00 2,422.17 156,522.3 176.12X15 2.36 0.14 2.60 3304.00 2,207.07 129,957.3 160.48X16 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 106.08X17 1.56 0.14 2.60 2184.00 1,458.91 56,784.0 106.08X18 2.20 0.14 2.60 3080.00 2,057.44 112,933.3 149.60X19 2.93 0.14 2.60 4102.00 2,740.14 200,314.3 199.24X20 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X21 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X22 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X23 4.00 0.14 2.60 5600.00 3,740.80 373,333.3 272.00X24 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X25 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00X26 3.00 0.14 2.60 4200.00 2,805.60 210,000.0 204.00Y1 3.98 0.14 2.60 5572.00 6,375.86 369,609.3 969.00Y2 1.20 0.14 2.60 1680.00 2,727.36 33,600.0 504.00Y3 3.98 0.14 2.60 5572.00 6,163.06 369,609.3 913.00Y4 2.24 0.14 2.60 3136.00 7,001.91 117,077.3 1189.00Y5 3.76 0.14 2.60 5264.00 8,210.57 329,877.3 1491.00Y6 2.84 0.14 2.60 3976.00 8,180.19 188,197.3 1324.00Y7 3.98 0.14 2.60 5572.00 7,489.26 369,609.3 1262.00Y8 2.76 0.14 2.60 3864.00 8,988.29 177,744.0 1560.00Y9 2.84 0.14 2.60 3976.00 6,687.31 188,197.3 1254.00

Y10 3.98 0.14 2.60 5572.00 11,222.62 369,609.3 1792.00Y11 2.76 0.14 2.60 3864.00 8,988.29 177,744.0 1560.00Y12 2.84 0.14 2.60 3976.00 4,981.11 188,197.3 805.00Y13 3.98 0.14 2.60 5572.00 8,652.06 369,609.3 1568.00Y14 2.76 0.14 2.60 3864.00 8,247.29 177,744.0 1365.00Y15 2.84 0.14 2.60 3976.00 6,364.31 188,197.3 1169.00Y16 3.84 0.14 2.60 5376.00 7,706.11 344,064.0 1344.00Y17 2.76 0.14 2.60 3864.00 6,313.97 177,744.0 1170.00

Espesor (m)

altura H (m)


Y18 2.84 0.14 2.60 3976.00 5,729.71 188,197.3 1002.00Y19 3.04 0.14 2.60 4256.00 5,933.47 215,637.3 1020.00Y20 3.90 0.14 2.60 5460.00 8,206.52 354,900.0 1465.00Y21 2.84 0.14 2.60 3976.00 5,684.11 188,197.3 990.00Y22 3.84 0.24 2.60 9216.00 4,802.91 589,824.0 580.00Y23 3.96 0.24 2.60 9504.00 7,194.53 627,264.0 1188.00

mortero con cal

VD (kg) Vm (kg/cm2) Va < Vm

3,982.40 16,381.95 1.71 0.358 1.864 Ok3,982.40 16,381.95 1.71 0.358 1.864 Ok3,982.40 16,381.95 1.71 0.358 1.864 Ok3,982.40 16,381.95 1.71 0.358 1.864 Ok2,986.80 10,162.34 1.41 0.358 1.864 Ok2,986.80 10,162.34 1.41 0.358 1.864 Ok2,986.80 10,162.34 1.41 0.358 1.864 Ok2,578.60 7,114.17 1.14 0.358 1.864 Ok3,982.40 15,077.10 1.57 0.358 1.864 Ok3,982.40 15,077.10 1.57 0.358 1.864 Ok3,982.40 15,077.10 1.57 0.358 1.864 Ok2,986.80 9,352.89 1.30 0.358 1.864 Ok2,986.80 9,352.89 1.30 0.358 1.864 Ok2,578.60 6,696.02 1.08 0.358 1.864 Ok2,349.62 5,569.59 0.98 0.358 1.864 Ok1,553.14 2,215.45 0.59 0.358 1.864 Ok1,553.14 2,215.45 0.59 0.358 1.864 Ok2,190.32 4,818.93 0.91 0.358 1.864 Ok2,917.11 8,436.55 1.20 0.358 1.864 Ok3,982.40 14,190.91 1.48 0.358 1.864 Ok3,982.40 14,190.91 1.48 0.358 1.864 Ok3,982.40 14,190.91 1.48 0.358 1.864 Ok3,982.40 14,190.91 1.48 0.358 1.864 Ok2,986.80 8,803.16 1.22 0.358 1.864 Ok2,986.80 8,803.16 1.22 0.358 1.864 Ok2,986.80 8,803.16 1.22 0.358 1.864 Ok8,012.98 13,769.63 1.44 0.636 1.914 Ok3,644.64 1,119.88 0.39 0.916 1.965 Ok

PT (Peso total) kg

Va (kg/cm2)

f D (kg/cm2)

7,688.18 13,769.63 1.44 0.614 1.910 Ok9,089.61 8,387.59 1.56 1.248 2.025 Ok

10,908.31 12,597.73 1.40 0.878 1.958 Ok10,460.13 13,358.01 1.96 1.146 2.006 Ok9,712.38 13,769.63 1.44 0.753 1.935 Ok

11,750.59 12,667.61 1.91 1.303 2.035 Ok8,980.61 7,792.17 1.14 0.950 1.971 Ok

14,290.82 18,884.06 1.98 1.121 2.002 Ok11,750.59 12,667.61 1.91 1.303 2.035 Ok6,376.41 7,792.17 1.14 0.699 1.926 Ok

11,487.18 16,717.89 1.75 0.874 1.957 Ok10,619.59 12,303.93 1.86 1.191 2.014 Ok8,487.61 9,460.58 1.39 0.902 1.962 Ok

10,103.81 17,383.37 1.89 0.805 1.945 Ok8,445.31 9,863.20 1.49 0.922 1.966 Ok7,519.01 10,400.75 1.53 0.809 1.946 Ok7,743.65 12,827.85 1.76 0.782 1.941 Ok

10,841.68 15,535.95 1.66 0.845 1.952 Ok7,449.41 11,340.93 1.66 0.802 1.944 Ok5,672.61 16,420.88 1.78 0.490 1.888 Ok9,271.15 17,227.17 1.81 0.726 1.931 Ok

mortero con cal

VD (kg) f D (kg) Vm (kg/cm2) Va < Vm

4284.80 14,881.26 1.55 0.39 1.870 Ok4284.80 14,881.26 1.55 0.39 1.870 Ok4284.80 14,881.26 1.55 0.39 1.870 Ok4284.80 14,881.26 1.55 0.39 1.870 Ok3213.60 8,912.69 1.24 0.39 1.870 Ok3213.60 8,912.69 1.24 0.39 1.870 Ok3213.60 8,912.69 1.24 0.39 1.870 Ok2774.41 6,117.95 0.98 0.39 1.870 Ok4284.80 13,693.32 1.43 0.39 1.870 Ok4284.80 13,693.32 1.43 0.39 1.870 Ok4284.80 13,693.32 1.43 0.39 1.870 Ok3213.60 8,201.21 1.14 0.39 1.870 Ok3213.60 8,201.21 1.14 0.39 1.870 Ok2774.41 5,758.83 0.93 0.39 1.870 Ok2528.03 4,731.20 0.84 0.39 1.870 Ok1671.07 1,790.22 0.82 0.67 1.920 Ok1671.07 1,790.22 0.82 0.67 1.920 Ok2356.64 4,056.04 0.77 0.39 1.870 Ok3138.62 7,375.47 1.05 0.39 1.870 Ok

PT (Peso total) kg

Va (kg/cm2)

4284.80 12,889.51 1.34 0.39 1.870 Ok4284.80 12,889.51 1.34 0.39 1.870 Ok4284.80 12,889.51 1.34 0.39 1.870 Ok4284.80 12,889.51 1.34 0.39 1.870 Ok3213.60 7,719.80 1.07 0.39 1.870 Ok3213.60 7,719.80 1.07 0.39 1.870 Ok3213.60 7,719.80 1.07 0.39 1.870 Ok8313.86 12,537.12 1.31 0.67 1.920 Ok3735.36 886.22 0.31 0.95 1.970 Ok7989.06 12,537.12 1.31 0.65 1.916 Ok9379.91 7,097.40 1.32 1.30 2.034 Ok

11192.57 11,395.94 1.26 0.91 1.964 Ok10828.19 11,664.67 1.71 1.20 2.016 Ok10013.26 12,537.12 1.31 0.78 1.941 Ok12108.29 11,019.97 1.66 1.36 2.044 Ok9195.31 6,804.39 1.00 0.98 1.977 Ok

14806.62 17,193.77 1.80 1.17 2.011 Ok12108.29 11,019.97 1.66 1.36 2.044 Ok6591.11 6,804.39 1.00 0.73 1.932 Ok

11788.06 15,219.85 1.59 0.91 1.963 Ok10977.29 13,378.05 2.02 1.25 2.024 Ok8702.31 8,260.41 1.21 0.93 1.968 Ok

10394.11 15,762.28 1.71 0.84 1.951 Ok8653.97 8,579.73 1.30 0.95 1.972 Ok7733.71 9,081.66 1.33 0.84 1.951 Ok7973.47 11,301.77 1.55 0.81 1.946 Ok

11136.52 17,640.68 1.88 0.88 1.958 Ok7664.11 9,902.91 1.45 0.83 1.950 Ok5962.91 16,751.74 1.82 0.52 1.894 Ok9570.53 17,635.72 1.86 0.76 1.936 Ok

mortero con cal


4284.80 11,099.60 1.16 0.39 1.870 Ok4284.80 11,099.60 1.16 0.39 1.870 Ok4284.80 11,099.60 1.16 0.39 1.870 Ok4284.80 11,099.60 1.16 0.39 1.870 Ok3213.60 6,647.78 0.92 0.39 1.870 Ok3213.60 6,647.78 0.92 0.39 1.870 Ok3213.60 6,647.78 0.92 0.39 1.870 Ok2774.41 4,563.25 1.26 0.67 1.920 Ok4284.80 10,213.55 1.06 0.39 1.870 Ok

PT (Peso total) kg

Va (kg/cm2)

4284.80 10,213.55 1.06 0.39 1.870 Ok4284.80 10,213.55 1.06 0.39 1.870 Ok3213.60 6,117.11 0.85 0.39 1.870 Ok3213.60 6,117.11 0.85 0.39 1.870 Ok2774.41 4,295.38 1.18 0.67 1.920 Ok2528.03 3,528.90 1.07 0.67 1.920 Ok1671.07 1,335.29 0.61 0.67 1.920 Ok1671.07 1,335.29 0.61 0.67 1.920 Ok2356.64 3,025.31 0.98 0.67 1.920 Ok3138.62 5,501.20 0.78 0.39 1.870 Ok4284.80 9,614.00 1.00 0.39 1.870 Ok4284.80 9,614.00 1.00 0.39 1.870 Ok4284.80 9,614.00 1.00 0.39 1.870 Ok4284.80 9,614.00 1.00 0.39 1.870 Ok3213.60 5,758.03 0.80 0.39 1.870 Ok3213.60 5,758.03 0.80 0.39 1.870 Ok3213.60 5,758.03 0.80 0.39 1.870 Ok8313.86 9,351.17 0.98 0.67 1.920 Ok4845.31 661.01 0.23 1.33 2.040 Ok7840.17 9,351.17 0.98 0.63 1.913 Ok9379.91 5,293.79 0.98 1.30 2.034 Ok

11796.79 8,499.98 0.94 0.98 1.976 Ok10739.49 8,700.42 1.28 1.19 2.014 Ok11732.62 9,351.17 0.98 0.96 1.974 Ok12196.99 8,219.56 1.24 1.37 2.047 Ok10333.49 5,075.25 0.74 1.15 2.007 Ok14806.62 16,030.57 1.68 1.17 2.011 Ok12196.99 8,219.56 1.24 1.37 2.047 Ok7729.29 5,075.25 0.74 0.90 1.962 Ok

11788.06 11,352.15 1.19 0.91 1.963 Ok11065.99 9,978.40 1.51 1.26 2.027 Ok8648.17 6,161.26 1.55 1.59 2.086 Ok

10394.11 11,756.74 1.28 0.84 1.951 Ok8708.11 6,399.43 0.97 0.96 1.973 Ok8451.12 6,773.81 0.99 0.95 1.970 Ok7973.47 8,429.75 1.16 0.81 1.946 Ok

11143.29 13,157.80 1.41 0.88 1.958 Ok8381.52 7,386.37 1.08 0.94 1.969 Ok6010.29 13,883.06 1.51 0.53 1.895 Ok9584.06 14,615.67 1.54 0.76 1.937 Ok

mortero con cal


4012.80 5,427.13 0.97 0.67 1.920 Ok4012.80 5,427.13 0.97 0.67 1.920 Ok4012.80 5,427.13 0.97 0.67 1.920 Ok4012.80 5,427.13 0.97 0.67 1.920 Ok3009.60 3,250.42 0.77 0.67 1.920 Ok3009.60 3,250.42 0.77 0.67 1.920 Ok3009.60 3,250.42 0.77 0.67 1.920 Ok2598.29 2,231.19 0.62 0.67 1.920 Ok4012.80 4,993.89 0.89 0.67 1.920 Ok4012.80 4,993.89 0.89 0.67 1.920 Ok4012.80 4,993.89 0.89 0.67 1.920 Ok3009.60 2,990.95 0.71 0.67 1.920 Ok3009.60 2,990.95 0.71 0.67 1.920 Ok2598.29 2,100.22 0.58 0.67 1.920 Ok2367.55 1,725.45 0.52 0.67 1.920 Ok1564.99 652.88 0.30 0.67 1.920 Ok1564.99 652.88 0.30 0.67 1.920 Ok2207.04 1,479.22 0.48 0.67 1.920 Ok2939.38 2,689.80 0.66 0.67 1.920 Ok4012.80 4,700.75 0.84 0.67 1.920 Ok4012.80 4,700.75 0.84 0.67 1.920 Ok4012.80 4,700.75 0.84 0.67 1.920 Ok4012.80 4,700.75 0.84 0.67 1.920 Ok3009.60 2,815.37 0.67 0.67 1.920 Ok3009.60 2,815.37 0.67 0.67 1.920 Ok3009.60 2,815.37 0.67 0.67 1.920 Ok7344.86 4,572.23 0.82 1.14 2.006 Ok3231.36 323.20 0.19 1.62 2.092 Ok7076.06 4,572.23 0.82 1.11 1.999 Ok8190.91 2,588.39 0.83 2.23 2.202 Ok9701.57 4,156.05 0.79 1.56 2.081 Ok9504.19 4,254.05 1.07 2.06 2.170 Ok8751.26 4,572.23 0.82 1.34 2.042 Ok

10548.29 4,018.93 1.04 2.33 2.219 Ok7941.31 2,481.53 0.62 1.68 2.103 Ok

13014.62 7,838.11 1.41 2.01 2.163 Ok10548.29 4,018.93 1.04 2.33 2.219 Ok5786.11 2,481.53 0.62 1.25 2.026 Ok

10220.06 5,550.61 1.00 1.55 2.079 Ok9612.29 4,878.92 1.26 2.13 2.184 Ok7533.31 3,012.53 0.76 1.60 2.088 Ok9050.11 5,748.43 1.07 1.43 2.058 Ok7483.97 3,128.99 0.81 1.63 2.094 Ok

PT (Peso total) kg

Va (kg/cm2)

6731.71 3,312.04 0.83 1.44 2.059 Ok6953.47 4,121.70 0.97 1.39 2.051 Ok9671.52 6,433.47 1.18 1.50 2.071 Ok6674.11 3,611.55 0.91 1.43 2.057 Ok5382.91 6,788.09 0.74 0.52 1.894 Ok8382.53 7,146.30 0.75 0.76 1.936 Ok

f'c = (Res. Compresion concreto) 210 kg/cm2f´m = (Res. Comprension ladrillo) 60 kg/cm2fy = (acero de refuerzo) 4,200 kg/cm2

NOTA:

EN CONSECUENCIA SE CONCLUYE:b= peralte de viga = ancho frente de columna)t= ancho de viga = ancho contrario de columna)

1° NIVEL

Muro Va < Vm VD(cm2)

t (cm) b= Ac/t (cm)

X1 Ok 16381.95 1114.52 Ok 24.00 46.44 50.00X2 Ok 16381.95 1114.52 Ok 24.00 46.44 50.00X3 Ok 16381.95 1114.52 Ok 24.00 46.44 50.00X4 Ok 16381.95 1114.52 Ok 24.00 46.44 50.00X5 Ok 10162.34 691.38 Ok 24.00 28.81 30.00X6 Ok 10162.34 691.38 Ok 24.00 28.81 30.00X7 Ok 10162.34 691.38 Ok 24.00 28.81 30.00X8 Ok 7114.17 484.00 Ok 24.00 20.17 25.00X9 Ok 15077.10 1025.75 Ok 24.00 42.74 45.00

X10 Ok 15077.10 1025.75 Ok 24.00 42.74 45.00X11 Ok 15077.10 1025.75 Ok 24.00 42.74 45.00X12 Ok 9352.89 636.31 Ok 24.00 26.51 30.00X13 Ok 9352.89 636.31 Ok 24.00 26.51 30.00X14 Ok 6696.02 480.00 Ok 24.00 20.00 20.00X15 Ok 5569.59 480.00 Ok 24.00 20.00 20.00X16 Ok 2215.45 480.00 Ok 24.00 20.00 20.00X17 Ok 2215.45 480.00 Ok 24.00 20.00 20.00X18 Ok 4818.93 480.00 Ok 24.00 20.00 20.00X19 Ok 8436.55 573.97 Ok 24.00 23.92 25.00X20 Ok 14190.91 965.46 Ok 24.00 40.23 45.00X21 Ok 14190.91 965.46 Ok 24.00 40.23 45.00X22 Ok 14190.91 965.46 Ok 24.00 40.23 45.00X23 Ok 14190.91 965.46 Ok 24.00 40.23 45.00

11. PREDIMENCIONAMIENTO DE ELEMENTOS DE CONFINAMIENTO

PARA EL PREDIMENCIONAMIENTO TANTO DE COLUMNAS DE AMARRE COMO DE VIGA SOLERA SE CONCIDERA LA MISMA FORMULA:

< menor a 20t

b= final (cm)

X24 Ok 8803.16 598.91 Ok 24.00 24.95 25.00X25 Ok 8803.16 598.91 Ok 24.00 24.95 25.00X26 Ok 8803.16 598.91 Ok 24.00 24.95 25.00Y1 Ok 13769.63 936.80 Ok 24.00 39.03 40.00Y2 Ok 1119.88 480.00 Ok 24.00 20.00 20.00Y3 Ok 13769.63 936.80 Ok 24.00 39.03 40.00Y4 Ok 8387.59 570.64 Ok 24.00 23.78 25.00Y5 Ok 12597.73 857.07 Ok 24.00 35.71 40.00Y6 Ok 13358.01 908.79 Ok 24.00 37.87 40.00Y7 Ok 13769.63 936.80 Ok 24.00 39.03 40.00Y8 Ok 12667.61 861.82 Ok 24.00 35.91 40.00Y9 Ok 7792.17 530.13 Ok 24.00 22.09 25.00

Y10 Ok 18884.06 1284.75 Ok 24.00 53.53 55.00Y11 Ok 12667.61 861.82 Ok 24.00 35.91 40.00Y12 Ok 7792.17 530.13 Ok 24.00 22.09 25.00Y13 Ok 16717.89 1137.38 Ok 24.00 47.39 50.00Y14 Ok 12303.93 837.08 Ok 24.00 34.88 35.00Y15 Ok 9460.58 643.64 Ok 24.00 26.82 30.00Y16 Ok 17383.37 1182.65 Ok 24.00 49.28 50.00Y17 Ok 9863.20 671.03 Ok 24.00 27.96 30.00Y18 Ok 10400.75 707.60 Ok 24.00 29.48 30.00Y19 Ok 12827.85 872.72 Ok 24.00 36.36 40.00Y20 Ok 15535.95 1056.97 Ok 24.00 44.04 45.00Y21 Ok 11340.93 771.56 Ok 24.00 32.15 35.00Y22 Ok 16420.88 1117.17 Ok 24.00 46.55 50.00Y23 Ok 17227.17 1172.03 Ok 24.00 48.83 50.00

2° NIVEL

Muro Va < Vm VD

(cm2)

t (cm) b= Ac/t (cm)


X10 Ok 13693.32 931.61 Ok 24.00 38.82 40.00X11 Ok 13693.32 931.61 Ok 24.00 38.82 40.00

< menor a 20t

b= final (cm)

X12 Ok 8201.21 557.96 Ok 24.00 23.25 25.00X13 Ok 8201.21 557.96 Ok 24.00 23.25 25.00X14 Ok 5758.83 480.00 Ok 24.00 20.00 20.00X15 Ok 4731.20 480.00 Ok 24.00 20.00 20.00X16 Ok 1790.22 280.00 Ok 14.00 20.00 20.00X17 Ok 1790.22 280.00 Ok 14.00 20.00 20.00X18 Ok 4056.04 480.00 Ok 24.00 20.00 20.00X19 Ok 7375.47 501.78 Ok 24.00 20.91 25.00X20 Ok 12889.51 876.92 Ok 24.00 36.54 40.00X21 Ok 12889.51 876.92 Ok 24.00 36.54 40.00X22 Ok 12889.51 876.92 Ok 24.00 36.54 40.00X23 Ok 12889.51 876.92 Ok 24.00 36.54 40.00X24 Ok 7719.80 525.21 Ok 24.00 21.88 25.00X25 Ok 7719.80 525.21 Ok 24.00 21.88 25.00X26 Ok 7719.80 525.21 Ok 24.00 21.88 25.00Y1 Ok 12537.12 852.95 Ok 24.00 35.54 40.00Y2 Ok 886.22 480.00 Ok 24.00 20.00 20.00Y3 Ok 12537.12 852.95 Ok 24.00 35.54 40.00Y4 Ok 7097.40 482.86 Ok 24.00 20.12 25.00Y5 Ok 11395.94 775.31 Ok 24.00 32.30 35.00Y6 Ok 11664.67 793.59 Ok 24.00 33.07 35.00Y7 Ok 12537.12 852.95 Ok 24.00 35.54 40.00Y8 Ok 11019.97 749.73 Ok 24.00 31.24 35.00Y9 Ok 6804.39 480.00 Ok 24.00 20.00 20.00

Y10 Ok 17193.77 1169.75 Ok 24.00 48.74 50.00Y11 Ok 11019.97 749.73 Ok 24.00 31.24 35.00Y12 Ok 6804.39 480.00 Ok 24.00 20.00 20.00Y13 Ok 15219.85 1035.46 Ok 24.00 43.14 45.00Y14 Ok 13378.05 910.16 Ok 24.00 37.92 40.00Y15 Ok 8260.41 561.99 Ok 24.00 23.42 25.00Y16 Ok 15762.28 1072.36 Ok 24.00 44.68 50.00Y17 Ok 8579.73 583.71 Ok 24.00 24.32 30.00Y18 Ok 9081.66 617.86 Ok 24.00 25.74 30.00Y19 Ok 11301.77 768.90 Ok 24.00 32.04 35.00Y20 Ok 17640.68 1200.16 Ok 24.00 50.01 55.00Y21 Ok 9902.91 673.73 Ok 24.00 28.07 30.00Y22 Ok 16751.74 1139.68 Ok 24.00 47.49 50.00Y23 Ok 17635.72 1199.82 Ok 24.00 49.99 50.00

3° NIVEL


t (cm) b= Ac/t (cm)

X1 Ok 11099.60 755.15 Ok 24.00 31.46 35.00

< menor a 20t

b= final (cm)

X2 Ok 11099.60 755.15 Ok 24.00 31.46 35.00X3 Ok 11099.60 755.15 Ok 24.00 31.46 35.00X4 Ok 11099.60 755.15 Ok 24.00 31.46 35.00X5 Ok 6647.78 480.00 Ok 24.00 20.00 20.00X6 Ok 6647.78 480.00 Ok 24.00 20.00 20.00X7 Ok 6647.78 480.00 Ok 24.00 20.00 20.00X8 Ok 4563.25 310.45 Ok 14.00 22.18 25.00X9 Ok 10213.55 694.86 Ok 24.00 28.95 30.00

X10 Ok 10213.55 694.86 Ok 24.00 28.95 30.00X11 Ok 10213.55 694.86 Ok 24.00 28.95 30.00X12 Ok 6117.11 480.00 Ok 24.00 20.00 20.00X13 Ok 6117.11 480.00 Ok 24.00 20.00 20.00X14 Ok 4295.38 292.23 Ok 14.00 20.87 25.00X15 Ok 3528.90 280.00 Ok 14.00 20.00 20.00X16 Ok 1335.29 280.00 Ok 14.00 20.00 20.00X17 Ok 1335.29 280.00 Ok 14.00 20.00 20.00X18 Ok 3025.31 280.00 Ok 14.00 20.00 20.00X19 Ok 5501.20 480.00 Ok 24.00 20.00 20.00X20 Ok 9614.00 654.08 Ok 24.00 27.25 30.00X21 Ok 9614.00 654.08 Ok 24.00 27.25 30.00X22 Ok 9614.00 654.08 Ok 24.00 27.25 30.00X23 Ok 9614.00 654.08 Ok 24.00 27.25 30.00X24 Ok 5758.03 480.00 Ok 24.00 20.00 20.00X25 Ok 5758.03 480.00 Ok 24.00 20.00 20.00X26 Ok 5758.03 480.00 Ok 24.00 20.00 20.00Y1 Ok 9351.17 636.19 Ok 24.00 26.51 30.00Y2 Ok 661.01 480.00 Ok 24.00 20.00 20.00Y3 Ok 9351.17 636.19 Ok 24.00 26.51 30.00Y4 Ok 5293.79 480.00 Ok 24.00 20.00 20.00Y5 Ok 8499.98 578.28 Ok 24.00 24.10 25.00Y6 Ok 8700.42 591.92 Ok 24.00 24.66 30.00Y7 Ok 9351.17 636.19 Ok 24.00 26.51 30.00Y8 Ok 8219.56 559.21 Ok 24.00 23.30 25.00Y9 Ok 5075.25 480.00 Ok 24.00 20.00 20.00

Y10 Ok 16030.57 1090.62 Ok 24.00 45.44 50.00Y11 Ok 8219.56 559.21 Ok 24.00 23.30 25.00Y12 Ok 5075.25 480.00 Ok 24.00 20.00 20.00Y13 Ok 11352.15 772.33 Ok 24.00 32.18 35.00Y14 Ok 9978.40 678.87 Ok 24.00 28.29 30.00Y15 Ok 6161.26 419.17 Ok 14.00 29.94 30.00Y16 Ok 11756.74 799.85 Ok 24.00 33.33 35.00Y17 Ok 6399.43 480.00 Ok 24.00 20.00 20.00Y18 Ok 6773.81 480.00 Ok 24.00 20.00 20.00Y19 Ok 8429.75 573.51 Ok 24.00 23.90 25.00Y20 Ok 13157.80 895.17 Ok 40.00

Y21 Ok 7386.37 502.52 Ok 24.00 20.94 25.00Y22 Ok 13883.06 944.51 Ok 40.00Y23 Ok 14615.67 994.36 Ok 45.00

4° NIVEL


t (cm) b= Ac/t (cm)


X10 Ok 4993.89 339.75 Ok 14.00 24.27 30.00X11 Ok 4993.89 339.75 Ok 14.00 24.27 30.00X12 Ok 2990.95 280.00 Ok 14.00 20.00 20.00X13 Ok 2990.95 280.00 Ok 14.00 20.00 20.00X14 Ok 2100.22 280.00 Ok 14.00 20.00 20.00X15 Ok 1725.45 280.00 Ok 14.00 20.00 20.00X16 Ok 652.88 280.00 Ok 14.00 20.00 20.00X17 Ok 652.88 280.00 Ok 14.00 20.00 20.00X18 Ok 1479.22 280.00 Ok 14.00 20.00 20.00X19 Ok 2689.80 280.00 Ok 14.00 20.00 20.00X20 Ok 4700.75 319.81 Ok 14.00 22.84 25.00X21 Ok 4700.75 319.81 Ok 14.00 22.84 25.00X22 Ok 4700.75 319.81 Ok 14.00 22.84 25.00X23 Ok 4700.75 319.81 Ok 14.00 22.84 25.00X24 Ok 2815.37 280.00 Ok 14.00 20.00 20.00X25 Ok 2815.37 280.00 Ok 14.00 20.00 20.00X26 Ok 2815.37 280.00 Ok 14.00 20.00 20.00Y1 Ok 4572.23 280.00 Ok 14.00 20.00 20.00Y2 Ok 323.20 280.00 Ok 14.00 20.00 20.00Y3 Ok 4572.23 280.00 Ok 14.00 20.00 20.00Y4 Ok 2588.39 280.00 Ok 14.00 20.00 20.00Y5 Ok 4156.05 280.00 Ok 14.00 20.00 20.00Y6 Ok 4254.05 280.00 Ok 14.00 20.00 20.00Y7 Ok 4572.23 280.00 Ok 14.00 20.00 20.00Y8 Ok 4018.93 280.00 Ok 14.00 20.00 20.00Y9 Ok 2481.53 280.00 Ok 14.00 20.00 20.00

Y10 Ok 7838.11 533.26 Ok 14.00 38.09 40.00

< menor a 20t

b= final (cm)

Y11 Ok 4018.93 280.00 Ok 14.00 20.00 20.00Y12 Ok 2481.53 280.00 Ok 14.00 20.00 20.00Y13 Ok 5550.61 377.63 Ok 14.00 26.97 30.00Y14 Ok 4878.92 280.00 Ok 14.00 20.00 20.00Y15 Ok 3012.53 280.00 Ok 14.00 20.00 20.00Y16 Ok 5748.43 391.09 Ok 14.00 27.93 30.00Y17 Ok 3128.99 280.00 Ok 14.00 20.00 20.00Y18 Ok 3312.04 280.00 Ok 14.00 20.00 20.00Y19 Ok 4121.70 280.41 Ok 14.00 20.03 25.00Y20 Ok 6433.47 437.69 Ok 14.00 31.26 35.00Y21 Ok 3611.55 280.00 Ok 14.00 20.00 20.00Y22 Ok 6788.09 480.00 Ok 24.00 20.00 20.00Y23 Ok 7146.30 486.19 Ok 24.00 20.26 25.00


AREA DE ACERO

1/4" 3/8" 1/2" 5/8" 3/4''0.32 0.71 1.29 1.99 2.84

1° NIVEL

Muro b (cm) t (cm)

X1 Ok Ok 5.46 5.00 50.00 24.00 5.46 8 Ø 3/8''X2 Ok Ok 5.46 5.00 50.00 24.00 5.46 8 Ø 3/8''X3 Ok Ok 5.46 5.00 50.00 24.00 5.46 8 Ø 3/8''X4 Ok Ok 5.46 5.00 50.00 24.00 5.46 8 Ø 3/8''X5 Ok Ok 3.39 3.00 30.00 24.00 3.39 5 Ø 3/8''X6 Ok Ok 3.39 3.00 30.00 24.00 3.39 5 Ø 3/8''X7 Ok Ok 3.39 3.00 30.00 24.00 3.39 5 Ø 3/8''X8 Ok Ok 2.37 2.50 25.00 24.00 2.50 4 Ø 3/8''X9 Ok Ok 5.03 4.50 45.00 24.00 5.03 8 Ø 3/8''

X10 Ok Ok 5.03 4.50 45.00 24.00 5.03 8 Ø 3/8''X11 Ok Ok 5.03 4.50 45.00 24.00 5.03 8 Ø 3/8''X12 Ok Ok 3.12 3.00 30.00 24.00 3.12 5 Ø 3/8''X13 Ok Ok 3.12 3.00 30.00 24.00 3.12 5 Ø 3/8''X14 Ok Ok 2.23 2.00 20.00 24.00 2.23 4 Ø 3/8''X15 Ok Ok 1.86 2.00 20.00 24.00 2.00 3 Ø 3/8''X16 Ok Ok 0.74 2.00 20.00 24.00 2.00 3 Ø 3/8''X17 Ok Ok 0.74 2.00 20.00 24.00 2.00 3 Ø 3/8''X18 Ok Ok 1.61 2.00 20.00 24.00 2.00 3 Ø 3/8''X19 Ok Ok 2.81 2.50 25.00 24.00 2.81 4 Ø 3/8''X20 Ok Ok 4.73 4.50 45.00 24.00 4.73 7 Ø 3/8''X21 Ok Ok 4.73 4.50 45.00 24.00 4.73 7 Ø 3/8''X22 Ok Ok 4.73 4.50 45.00 24.00 4.73 7 Ø 3/8''X23 Ok Ok 4.73 4.50 45.00 24.00 4.73 7 Ø 3/8''X24 Ok Ok 2.93 2.50 25.00 24.00 2.93 5 Ø 3/8''X25 Ok Ok 2.93 2.50 25.00 24.00 2.93 5 Ø 3/8''X26 Ok Ok 2.93 2.50 25.00 24.00 2.93 5 Ø 3/8''Y1 Ok Ok 4.59 4.00 40.00 24.00 4.59 7 Ø 3/8''Y2 Ok Ok 0.37 2.00 20.00 24.00 2.00 3 Ø 3/8''

12. CALCULO DEL ACERO DE LA VIGA SOLERA

Va < Vm

< menor a 20t Acero

calculado (cm2)

Acero minimo (cm2)

area de acero de diseño - mayor (cm2)

Tomamos "As" (mayor)

Y3 Ok Ok 4.59 4.00 40.00 24.00 4.59 7 Ø 3/8''Y4 Ok Ok 2.80 2.50 25.00 24.00 2.80 4 Ø 3/8''Y5 Ok Ok 4.20 4.00 40.00 24.00 4.20 6 Ø 3/8''Y6 Ok Ok 4.45 4.00 40.00 24.00 4.45 7 Ø 3/8''Y7 Ok Ok 4.59 4.00 40.00 24.00 4.59 7 Ø 3/8''Y8 Ok Ok 4.22 4.00 40.00 24.00 4.22 6 Ø 3/8''Y9 Ok Ok 2.60 2.50 25.00 24.00 2.60 4 Ø 3/8''

Y10 Ok Ok 6.29 5.50 55.00 24.00 6.29 9 Ø 3/8''Y11 Ok Ok 4.22 4.00 40.00 24.00 4.22 6 Ø 3/8''Y12 Ok Ok 2.60 2.50 25.00 24.00 2.60 4 Ø 3/8''Y13 Ok Ok 5.57 5.00 50.00 24.00 5.57 8 Ø 3/8''Y14 Ok Ok 4.10 3.50 35.00 24.00 4.10 6 Ø 3/8''Y15 Ok Ok 3.15 3.00 30.00 24.00 3.15 5 Ø 3/8''Y16 Ok Ok 5.79 5.00 50.00 24.00 5.79 9 Ø 3/8''Y17 Ok Ok 3.29 3.00 30.00 24.00 3.29 5 Ø 3/8''Y18 Ok Ok 3.47 3.00 30.00 24.00 3.47 5 Ø 3/8''Y19 Ok Ok 4.28 4.00 40.00 24.00 4.28 7 Ø 3/8''Y20 Ok Ok 5.18 4.50 45.00 24.00 5.18 8 Ø 3/8''Y21 Ok Ok 3.78 3.50 35.00 24.00 3.78 6 Ø 3/8''Y22 Ok Ok 5.47 5.00 50.00 24.00 5.47 8 Ø 3/8''Y23 Ok Ok 5.74 5.00 50.00 24.00 5.74 9 Ø 3/8''

2° NIVEL

Muro b (cm) t (cm)


X10 Ok Ok 4.56 4.00 40.00 24.00 4.56 7 Ø 3/8''X11 Ok Ok 4.56 4.00 40.00 24.00 4.56 7 Ø 3/8''X12 Ok Ok 2.73 2.50 25.00 24.00 2.73 4 Ø 3/8''X13 Ok Ok 2.73 2.50 25.00 24.00 2.73 4 Ø 3/8''X14 Ok Ok 1.92 2.00 20.00 24.00 2.00 3 Ø 3/8''X15 Ok Ok 1.58 2.00 20.00 24.00 2.00 3 Ø 3/8''X16 Ok Ok 0.60 1.17 20.00 14.00 1.17 2 Ø 3/8''X17 Ok Ok 0.60 1.17 20.00 14.00 1.17 2 Ø 3/8''

Va < Vm

< menor a 20t Acero

calculado (cm2)

Acero minimo (cm2)



X18 Ok Ok 1.35 2.00 20.00 24.00 2.00 3 Ø 3/8''X19 Ok Ok 2.46 2.50 25.00 24.00 2.50 4 Ø 3/8''X20 Ok Ok 4.30 4.00 40.00 24.00 4.30 7 Ø 3/8''X21 Ok Ok 4.30 4.00 40.00 24.00 4.30 7 Ø 3/8''X22 Ok Ok 4.30 4.00 40.00 24.00 4.30 7 Ø 3/8''X23 Ok Ok 4.30 4.00 40.00 24.00 4.30 7 Ø 3/8''X24 Ok Ok 2.57 2.50 25.00 24.00 2.57 4 Ø 3/8''X25 Ok Ok 2.57 2.50 25.00 24.00 2.57 4 Ø 3/8''X26 Ok Ok 2.57 2.50 25.00 24.00 2.57 4 Ø 3/8''Y1 Ok Ok 4.18 4.00 40.00 24.00 4.18 6 Ø 3/8''Y2 Ok Ok 0.30 2.00 20.00 24.00 2.00 3 Ø 3/8''Y3 Ok Ok 4.18 4.00 40.00 24.00 4.18 6 Ø 3/8''Y4 Ok Ok 2.37 2.50 25.00 24.00 2.50 4 Ø 3/8''Y5 Ok Ok 3.80 3.50 35.00 24.00 3.80 6 Ø 3/8''Y6 Ok Ok 3.89 3.50 35.00 24.00 3.89 6 Ø 3/8''Y7 Ok Ok 4.18 4.00 40.00 24.00 4.18 6 Ø 3/8''Y8 Ok Ok 3.67 3.50 35.00 24.00 3.67 6 Ø 3/8''Y9 Ok Ok 2.27 2.00 20.00 24.00 2.27 4 Ø 3/8''


3° NIVEL

Muro b (cm) t (cm)

X1 Ok Ok 3.70 3.50 35.00 24.00 3.70 6 Ø 3/8''X2 Ok Ok 3.70 3.50 35.00 24.00 3.70 6 Ø 3/8''X3 Ok Ok 3.70 3.50 35.00 24.00 3.70 6 Ø 3/8''X4 Ok Ok 3.70 3.50 35.00 24.00 3.70 6 Ø 3/8''X5 Ok Ok 2.22 2.00 20.00 24.00 2.22 4 Ø 3/8''X6 Ok Ok 2.22 2.00 20.00 24.00 2.22 4 Ø 3/8''X7 Ok Ok 2.22 2.00 20.00 24.00 2.22 4 Ø 3/8''X8 Ok Ok 1.52 1.46 25.00 14.00 1.52 3 Ø 3/8''

Va < Vm

< menor a 20t Acero

calculado (cm2)

Acero minimo (cm2)



X9 Ok Ok 3.40 3.00 30.00 24.00 3.40 5 Ø 3/8''X10 Ok Ok 3.40 3.00 30.00 24.00 3.40 5 Ø 3/8''X11 Ok Ok 3.40 3.00 30.00 24.00 3.40 5 Ø 3/8''X12 Ok Ok 2.04 2.00 20.00 24.00 2.04 3 Ø 3/8''X13 Ok Ok 2.04 2.00 20.00 24.00 2.04 3 Ø 3/8''X14 Ok Ok 1.43 1.46 25.00 14.00 1.46 3 Ø 3/8''X15 Ok Ok 1.18 1.17 20.00 14.00 1.18 2 Ø 3/8''X16 Ok Ok 0.45 1.17 20.00 14.00 1.17 2 Ø 3/8''X17 Ok Ok 0.45 1.17 20.00 14.00 1.17 2 Ø 3/8''X18 Ok Ok 1.01 1.17 20.00 14.00 1.17 2 Ø 3/8''X19 Ok Ok 1.83 2.00 20.00 24.00 2.00 3 Ø 3/8''X20 Ok Ok 3.20 3.00 30.00 24.00 3.20 5 Ø 3/8''X21 Ok Ok 3.20 3.00 30.00 24.00 3.20 5 Ø 3/8''X22 Ok Ok 3.20 3.00 30.00 24.00 3.20 5 Ø 3/8''X23 Ok Ok 3.20 3.00 30.00 24.00 3.20 5 Ø 3/8''X24 Ok Ok 1.92 2.00 20.00 24.00 2.00 3 Ø 3/8''X25 Ok Ok 1.92 2.00 20.00 24.00 2.00 3 Ø 3/8''X26 Ok Ok 1.92 2.00 20.00 24.00 2.00 3 Ø 3/8''Y1 Ok Ok 3.12 3.00 30.00 24.00 3.12 5 Ø 3/8''Y2 Ok Ok 0.22 2.00 20.00 24.00 2.00 3 Ø 3/8''Y3 Ok Ok 3.12 3.00 30.00 24.00 3.12 5 Ø 3/8''Y4 Ok Ok 1.76 2.00 20.00 24.00 2.00 3 Ø 3/8''Y5 Ok Ok 2.83 2.50 25.00 24.00 2.83 4 Ø 3/8''Y6 Ok Ok 2.90 3.00 30.00 24.00 3.00 5 Ø 3/8''Y7 Ok Ok 3.12 3.00 30.00 24.00 3.12 5 Ø 3/8''Y8 Ok Ok 2.74 2.50 25.00 24.00 2.74 4 Ø 3/8''Y9 Ok Ok 1.69 2.00 20.00 24.00 2.00 3 Ø 3/8''


4° NIVEL

Muro b (cm) t (cm)


X10 Ok Ok 1.66 1.75 30.00 14.00 1.75 3 Ø 3/8''X11 Ok Ok 1.66 1.75 30.00 14.00 1.75 3 Ø 3/8''X12 Ok Ok 1.00 1.17 20.00 14.00 1.17 2 Ø 3/8''X13 Ok Ok 1.00 1.17 20.00 14.00 1.17 2 Ø 3/8''X14 Ok Ok 0.70 1.17 20.00 14.00 1.17 2 Ø 3/8''X15 Ok Ok 0.58 1.17 20.00 14.00 1.17 2 Ø 3/8''X16 Ok Ok 0.22 1.17 20.00 14.00 1.17 2 Ø 3/8''X17 Ok Ok 0.22 1.17 20.00 14.00 1.17 2 Ø 3/8''X18 Ok Ok 0.49 1.17 20.00 14.00 1.17 2 Ø 3/8''X19 Ok Ok 0.90 1.17 20.00 14.00 1.17 2 Ø 3/8''X20 Ok Ok 1.57 1.46 25.00 14.00 1.57 3 Ø 3/8''X21 Ok Ok 1.57 1.46 25.00 14.00 1.57 3 Ø 3/8''X22 Ok Ok 1.57 1.46 25.00 14.00 1.57 3 Ø 3/8''X23 Ok Ok 1.57 1.46 25.00 14.00 1.57 3 Ø 3/8''X24 Ok Ok 0.94 1.17 20.00 14.00 1.17 2 Ø 3/8''X25 Ok Ok 0.94 1.17 20.00 14.00 1.17 2 Ø 3/8''X26 Ok Ok 0.94 1.17 20.00 14.00 1.17 2 Ø 3/8''Y1 Ok Ok 1.52 1.17 20.00 14.00 1.52 3 Ø 3/8''Y2 Ok Ok 0.11 1.17 20.00 14.00 1.17 2 Ø 3/8''Y3 Ok Ok 1.52 1.17 20.00 14.00 1.52 3 Ø 3/8''Y4 Ok Ok 0.86 1.17 20.00 14.00 1.17 2 Ø 3/8''Y5 Ok Ok 1.39 1.17 20.00 14.00 1.39 2 Ø 3/8''Y6 Ok Ok 1.42 1.17 20.00 14.00 1.42 2 Ø 3/8''Y7 Ok Ok 1.52 1.17 20.00 14.00 1.52 3 Ø 3/8''Y8 Ok Ok 1.34 1.17 20.00 14.00 1.34 2 Ø 3/8''Y9 Ok Ok 0.83 1.17 20.00 14.00 1.17 2 Ø 3/8''

Y10 Ok Ok 2.61 2.33 40.00 14.00 2.61 4 Ø 3/8''Y11 Ok Ok 1.34 1.17 20.00 14.00 1.34 2 Ø 3/8''Y12 Ok Ok 0.83 1.17 20.00 14.00 1.17 2 Ø 3/8''Y13 Ok Ok 1.85 1.75 30.00 14.00 1.85 3 Ø 3/8''Y14 Ok Ok 1.63 1.17 20.00 14.00 1.63 3 Ø 3/8''Y15 Ok Ok 1.00 1.17 20.00 14.00 1.17 2 Ø 3/8''Y16 Ok Ok 1.92 1.75 30.00 14.00 1.92 3 Ø 3/8''Y17 Ok Ok 1.04 1.17 20.00 14.00 1.17 2 Ø 3/8''

Va < Vm

< menor a 20t Acero

calculado (cm2)

Acero minimo (cm2)



Y18 Ok Ok 1.10 1.17 20.00 14.00 1.17 2 Ø 3/8''Y19 Ok Ok 1.37 1.46 25.00 14.00 1.46 3 Ø 3/8''Y20 Ok Ok 2.14 2.04 35.00 14.00 2.14 4 Ø 3/8''Y21 Ok Ok 1.20 1.17 20.00 14.00 1.20 2 Ø 3/8''Y22 Ok Ok 2.26 2.00 20.00 24.00 2.26 4 Ø 3/8''Y23 Ok Ok 2.38 2.50 25.00 24.00 2.50 4 Ø 3/8''


AREA DE ACERO1/4" 3/8" 1/2" 5/8" 3/4''0.32 0.71 1.29 1.99 2.84

1° NIVEL

Muro Va < Vm VD (kg) L (m) H(m)

X1 Ok 16381.95 4.00 2.60 3.55X2 Ok 16381.95 4.00 2.60 3.55X3 Ok 16381.95 4.00 2.60 3.55X4 Ok 16381.95 4.00 2.60 3.55X5 Ok 10162.34 3.00 2.60 2.94X6 Ok 10162.34 3.00 2.60 2.94X7 Ok 10162.34 3.00 2.60 2.94X8 Ok 7114.17 2.59 2.60 2.38X9 Ok 15077.10 4.00 2.60 3.27

X10 Ok 15077.10 4.00 2.60 3.27X11 Ok 15077.10 4.00 2.60 3.27X12 Ok 9352.89 3.00 2.60 2.70X13 Ok 9352.89 3.00 2.60 2.70X14 Ok 6696.02 2.59 2.60 2.24X15 Ok 5569.59 2.36 2.60 2.05X16 Ok 2215.45 1.56 2.60 1.23X17 Ok 2215.45 1.56 2.60 1.23X18 Ok 4818.93 2.20 2.60 1.90X19 Ok 8436.55 2.93 2.60 2.50X20 Ok 14190.91 4.00 2.60 3.07X21 Ok 14190.91 4.00 2.60 3.07X22 Ok 14190.91 4.00 2.60 3.07X23 Ok 14190.91 4.00 2.60 3.07X24 Ok 8803.16 3.00 2.60 2.54X25 Ok 8803.16 3.00 2.60 2.54X26 Ok 8803.16 3.00 2.60 2.54

13. CALCULO DEL ACERO DE COLUMNA DE AMARRE

escojemos el de mayor area con diseño por traccion

Acero calculado (cm2)

Y1 Ok 13769.63 3.98 2.60 3.00Y2 Ok 1119.88 1.20 2.60 0.81Y3 Ok 13769.63 3.98 2.60 3.00Y4 Ok 8387.59 2.24 2.60 3.25Y5 Ok 12597.73 3.76 2.60 2.90Y6 Ok 13358.01 2.84 2.60 4.08Y7 Ok 13769.63 3.98 2.60 3.00Y8 Ok 12667.61 2.76 2.60 3.98Y9 Ok 7792.17 2.84 2.60 2.38

Y10 Ok 18884.06 3.98 2.60 4.11Y11 Ok 12667.61 2.76 2.60 3.98Y12 Ok 7792.17 2.84 2.60 2.38Y13 Ok 16717.89 3.98 2.60 3.64Y14 Ok 12303.93 2.76 2.60 3.86Y15 Ok 9460.58 2.84 2.60 2.89Y16 Ok 17383.37 3.84 2.60 3.92Y17 Ok 9863.20 2.76 2.60 3.10Y18 Ok 10400.75 2.84 2.60 3.17Y19 Ok 12827.85 3.04 2.60 3.66Y20 Ok 15535.95 3.90 2.60 3.45Y21 Ok 11340.93 2.84 2.60 3.46Y22 Ok 16420.88 3.84 2.60 3.71Y23 Ok 17227.17 3.96 2.60 3.77

2° NIVEL


X1 Ok 14,881.26 4.00 2.6 3.22X2 Ok 14,881.26 4.00 2.6 3.22X3 Ok 14,881.26 4.00 2.6 3.22X4 Ok 14,881.26 4.00 2.6 3.22X5 Ok 8,912.69 3.00 2.6 2.57X6 Ok 8,912.69 3.00 2.6 2.57X7 Ok 8,912.69 3.00 2.6 2.57X8 Ok 6,117.95 2.59 3.6 2.83X9 Ok 13,693.32 4.00 2.6 2.97

X10 Ok 13,693.32 4.00 2.6 2.97X11 Ok 13,693.32 4.00 2.6 2.97X12 Ok 8,201.21 3.00 2.6 2.37X13 Ok 8,201.21 3.00 2.6 2.37


X14 Ok 5,758.83 2.59 2.6 1.93X15 Ok 4,731.20 2.36 2.6 1.74X16 Ok 1,790.22 1.56 2.6 0.99X17 Ok 1,790.22 1.56 2.6 0.99X18 Ok 4,056.04 2.20 2.6 1.60X19 Ok 7,375.47 2.93 2.6 2.18X20 Ok 12,889.51 4.00 2.6 2.79X21 Ok 12,889.51 4.00 2.6 2.79X22 Ok 12,889.51 4.00 2.6 2.79X23 Ok 12,889.51 4.00 2.6 2.79X24 Ok 7,719.80 3.00 2.6 2.23X25 Ok 7,719.80 3.00 2.6 2.23X26 Ok 7,719.80 3.00 2.6 2.23Y1 Ok 12,537.12 3.98 2.6 2.73Y2 Ok 886.22 1.20 2.6 0.64Y3 Ok 12,537.12 3.98 2.6 2.73Y4 Ok 7,097.40 2.24 2.6 2.75Y5 Ok 11,395.94 3.76 2.6 2.63Y6 Ok 11,664.67 2.84 2.6 3.56Y7 Ok 12,537.12 3.98 2.6 2.73Y8 Ok 11,019.97 2.76 2.6 3.46Y9 Ok 6,804.39 2.84 2.6 2.08

Y10 Ok 17,193.77 3.98 2.6 3.74Y11 Ok 11,019.97 2.76 2.6 3.46Y12 Ok 6,804.39 2.84 2.6 2.08Y13 Ok 15,219.85 3.98 2.6 3.31Y14 Ok 13,378.05 2.76 2.6 4.20Y15 Ok 8,260.41 2.84 2.6 2.52Y16 Ok 15,762.28 3.84 2.6 3.56Y17 Ok 8,579.73 2.76 2.6 2.69Y18 Ok 9,081.66 2.84 2.6 2.77Y19 Ok 11,301.77 3.04 2.6 3.22Y20 Ok 17,640.68 3.90 2.6 3.92Y21 Ok 9,902.91 2.84 2.6 3.02Y22 Ok 16,751.74 3.84 2.6 3.78Y23 Ok 17,635.72 3.96 2.6 3.86

3° NIVEL


X1 Ok 11,099.60 4.00 2.6 2.40


X2 Ok 11,099.60 4.00 2.6 2.40X3 Ok 11,099.60 4.00 2.6 2.40X4 Ok 11,099.60 4.00 2.6 2.40X5 Ok 6,647.78 3.00 2.6 1.92X6 Ok 6,647.78 3.00 2.6 1.92X7 Ok 6,647.78 3.00 2.6 1.92X8 Ok 4,563.25 2.59 2.6 1.53X9 Ok 10,213.55 4.00 2.6 2.21

X10 Ok 10,213.55 4.00 2.6 2.21X11 Ok 10,213.55 4.00 2.6 2.21X12 Ok 6,117.11 3.00 2.6 1.77X13 Ok 6,117.11 3.00 2.6 1.77X14 Ok 4,295.38 2.59 2.6 1.44X15 Ok 3,528.90 2.36 2.6 1.30X16 Ok 1,335.29 1.56 2.6 0.74X17 Ok 1,335.29 1.56 2.6 0.74X18 Ok 3,025.31 2.20 2.6 1.19X19 Ok 5,501.20 2.93 2.6 1.63X20 Ok 9,614.00 4.00 2.6 2.08X21 Ok 9,614.00 4.00 2.6 2.08X22 Ok 9,614.00 4.00 2.6 2.08X23 Ok 9,614.00 4.00 2.6 2.08X24 Ok 5,758.03 3.00 2.6 1.66X25 Ok 5,758.03 3.00 2.6 1.66X26 Ok 5,758.03 3.00 2.6 1.66Y1 Ok 9,351.17 3.98 2.6 2.04Y2 Ok 661.01 1.20 2.6 0.48Y3 Ok 9,351.17 3.98 2.6 2.04Y4 Ok 5,293.79 2.24 2.6 2.05Y5 Ok 8,499.98 3.76 2.6 1.96Y6 Ok 8,700.42 2.84 2.6 2.66Y7 Ok 9,351.17 3.98 2.6 2.04Y8 Ok 8,219.56 2.76 2.6 2.58Y9 Ok 5,075.25 2.84 2.6 1.55

Y10 Ok 16,030.57 3.98 2.6 3.49Y11 Ok 8,219.56 2.76 2.6 2.58Y12 Ok 5,075.25 2.84 2.6 1.55Y13 Ok 11,352.15 3.98 2.6 2.47Y14 Ok 9,978.40 2.76 2.6 3.13Y15 Ok 6,161.26 2.84 2.6 1.88Y16 Ok 11,756.74 3.84 2.6 2.65Y17 Ok 6,399.43 2.76 2.6 2.01Y18 Ok 6,773.81 2.84 2.6 2.07Y19 Ok 8,429.75 3.04 2.6 2.40Y20 Ok 13,157.80 3.90 2.6 2.92

Y21 Ok 7,386.37 2.84 2.6 2.25Y22 Ok 13,883.06 3.84 2.6 3.13Y23 Ok 14,615.67 3.96 2.6 3.20

4° NIVEL


X1 Ok 5,427.13 4.00 2.6 1.18X2 Ok 5,427.13 4.00 2.6 1.18X3 Ok 5,427.13 4.00 2.6 1.18X4 Ok 5,427.13 4.00 2.6 1.18X5 Ok 3,250.42 3.00 2.6 0.94X6 Ok 3,250.42 3.00 2.6 0.94X7 Ok 3,250.42 3.00 2.6 0.94X8 Ok 2,231.19 2.59 2.6 0.75X9 Ok 4,993.89 4.00 2.6 1.08

X10 Ok 4,993.89 4.00 2.6 1.08X11 Ok 4,993.89 4.00 2.6 1.08X12 Ok 2,990.95 3.00 2.6 0.86X13 Ok 2,990.95 3.00 2.6 0.86X14 Ok 2,100.22 2.59 2.6 0.70X15 Ok 1,725.45 2.36 2.6 0.63X16 Ok 652.88 1.56 2.6 0.36X17 Ok 652.88 1.56 2.6 0.36X18 Ok 1,479.22 2.20 2.6 0.58X19 Ok 2,689.80 2.93 2.6 0.80X20 Ok 4,700.75 4.00 2.6 1.02X21 Ok 4,700.75 4.00 2.6 1.02X22 Ok 4,700.75 4.00 2.6 1.02X23 Ok 4,700.75 4.00 2.6 1.02X24 Ok 2,815.37 3.00 2.6 0.81X25 Ok 2,815.37 3.00 2.6 0.81X26 Ok 2,815.37 3.00 2.6 0.81Y1 Ok 4,572.23 3.98 2.6 1.00Y2 Ok 323.20 1.20 2.6 0.23Y3 Ok 4,572.23 3.98 2.6 1.00Y4 Ok 2,588.39 2.24 2.6 1.00Y5 Ok 4,156.05 3.76 2.6 0.96Y6 Ok 4,254.05 2.84 2.6 1.30Y7 Ok 4,572.23 3.98 2.6 1.00Y8 Ok 4,018.93 2.76 2.6 1.26


Y9 Ok 2,481.53 2.84 2.6 0.76Y10 Ok 7,838.11 3.98 2.6 1.71Y11 Ok 4,018.93 2.76 2.6 1.26Y12 Ok 2,481.53 2.84 2.6 0.76Y13 Ok 5,550.61 3.98 2.6 1.21Y14 Ok 4,878.92 2.76 2.6 1.53Y15 Ok 3,012.53 2.84 2.6 0.92Y16 Ok 5,748.43 3.84 2.6 1.30Y17 Ok 3,128.99 2.76 2.6 0.98Y18 Ok 3,312.04 2.84 2.6 1.01Y19 Ok 4,121.70 3.04 2.6 1.18Y20 Ok 6,433.47 3.90 2.6 1.43Y21 Ok 3,611.55 2.84 2.6 1.10Y22 Ok 6,788.09 3.84 2.6 1.53Y23 Ok 7,146.30 3.96 2.6 1.56


VIGA SOLERA Y COLUMNA

AREA DE ACERO1/4" 3/8"

0.32 0.71

1° NIVEL

Muro Va < Vm V (kg)

X1 Ok 24.00 16381.95 1.42 5.10 10.50 75 6.00 12.00X2 Ok 24.00 16381.95 1.42 5.10 10.50 75 6.00 12.00X3 Ok 24.00 16381.95 1.42 5.10 10.50 75 6.00 12.00X4 Ok 24.00 16381.95 1.42 5.10 10.50 75 6.00 12.00X5 Ok 24.00 10162.34 1.42 8.22 10.50 75 9.00 8.00X6 Ok 24.00 10162.34 1.42 8.22 10.50 75 9.00 8.00X7 Ok 24.00 10162.34 1.42 8.22 10.50 75 9.00 8.00X8 Ok 24.00 7114.17 1.42 11.74 10.50 75 11.00 7.00X9 Ok 24.00 15077.10 1.42 5.54 10.50 75 6.00 12.00

X10 Ok 24.00 15077.10 1.42 5.54 10.50 75 6.00 12.00X11 Ok 24.00 15077.10 1.42 5.54 10.50 75 6.00 12.00X12 Ok 24.00 9352.89 1.42 8.93 10.50 75 9.00 8.00X13 Ok 24.00 9352.89 1.42 8.93 10.50 75 9.00 8.00X14 Ok 24.00 6696.02 1.42 12.47 10.50 75 11.00 7.00X15 Ok 24.00 5569.59 1.42 14.99 10.50 75 11.00 7.00X16 Ok 24.00 2215.45 1.42 37.69 10.50 75 11.00 7.00X17 Ok 24.00 2215.45 1.42 37.69 10.50 75 11.00 7.00X18 Ok 24.00 4818.93 1.42 17.33 10.50 75 11.00 7.00X19 Ok 24.00 8436.55 1.42 9.90 10.50 75 10.00 7.00X20 Ok 24.00 14190.91 1.42 5.88 10.50 75 6.00 12.00X21 Ok 24.00 14190.91 1.42 5.88 10.50 75 6.00 12.00X22 Ok 24.00 14190.91 1.42 5.88 10.50 75 6.00 12.00X23 Ok 24.00 14190.91 1.42 5.88 10.50 75 6.00 12.00X24 Ok 24.00 8803.16 1.42 9.48 10.50 75 10.00 7.00X25 Ok 24.00 8803.16 1.42 9.48 10.50 75 10.00 7.00X26 Ok 24.00 8803.16 1.42 9.48 10.50 75 10.00 7.00Y1 Ok 24.00 13769.63 1.42 6.06 10.50 75 7.00 10.00

14. DISEÑO DE ESTRIBOS DE CONFINAMIENTO

todos estribos se diseñaran con 3/8''

"d" menos 3cm de recub.

Av = area del refuerzo

(cm2) 2*As

S = espacimiento

de estribo (cm2)

"S" max (cm)

longitud de confinamiento = (2.5*d)

o 75cm (criterio docente)

Espacimiento

menor

cantidad de estribos

[email protected]

Y2 Ok 24.00 1119.88 1.42 74.56 10.50 75 11.00 7.00Y3 Ok 24.00 13769.63 1.42 6.06 10.50 75 7.00 10.00Y4 Ok 24.00 8387.59 1.42 9.95 10.50 75 10.00 7.00Y5 Ok 24.00 12597.73 1.42 6.63 10.50 75 7.00 10.00Y6 Ok 24.00 13358.01 1.42 6.25 10.50 75 7.00 10.00Y7 Ok 24.00 13769.63 1.42 6.06 10.50 75 7.00 10.00Y8 Ok 24.00 12667.61 1.42 6.59 10.50 75 7.00 10.00Y9 Ok 24.00 7792.17 1.42 10.72 10.50 75 11.00 7.00

Y10 Ok 24.00 18884.06 1.42 4.42 10.50 75 5.00 14.00Y11 Ok 24.00 12667.61 1.42 6.59 10.50 75 7.00 10.00Y12 Ok 24.00 7792.17 1.42 10.72 10.50 75 11.00 7.00Y13 Ok 24.00 16717.89 1.42 4.99 10.50 75 5.00 14.00Y14 Ok 24.00 12303.93 1.42 6.79 10.50 75 7.00 10.00Y15 Ok 24.00 9460.58 1.42 8.83 10.50 75 9.00 8.00Y16 Ok 24.00 17383.37 1.42 4.80 10.50 75 5.00 14.00Y17 Ok 24.00 9863.20 1.42 8.47 10.50 75 9.00 8.00Y18 Ok 24.00 10400.75 1.42 8.03 10.50 75 9.00 8.00Y19 Ok 24.00 12827.85 1.42 6.51 10.50 75 7.00 10.00Y20 Ok 24.00 15535.95 1.42 5.37 10.50 75 6.00 12.00Y21 Ok 24.00 11340.93 1.42 7.36 10.50 75 8.00 9.00Y22 Ok 24.00 16420.88 1.42 5.08 10.50 75 6.00 12.00Y23 Ok 24.00 17227.17 1.42 4.85 10.50 75 5.00 14.00

2° NIVEL

Muro Va < Vm V (kg)


X10 Ok 24.00 13693.32 1.42 6.10 10.50 75 7.00 10.00X11 Ok 24.00 13693.32 1.42 6.10 10.50 75 7.00 10.00X12 Ok 24.00 8201.21 1.42 10.18 10.50 75 11.00 6.00X13 Ok 24.00 8201.21 1.42 10.18 10.50 75 11.00 6.00X14 Ok 24.00 5758.83 1.42 14.50 10.50 75 11.00 6.00X15 Ok 24.00 4731.20 1.42 17.65 10.50 75 11.00 6.00X16 Ok 14.00 1790.22 1.42 24.43 5.50 75 6.00 12.00

d (peralte) menos 3cm de recub.


(cm2) 2*As

S = espacimiento

de estribo (cm2)

"S" maximo (cm)



Espacimiento

menor


[email protected]

X17 Ok 14.00 1790.22 1.42 24.43 5.50 75 6.00 12.00X18 Ok 24.00 4056.04 1.42 20.59 10.50 75 11.00 6.00X19 Ok 24.00 7375.47 1.42 11.32 10.50 75 11.00 6.00X20 Ok 24.00 12889.51 1.42 6.48 10.50 75 7.00 10.00X21 Ok 24.00 12889.51 1.42 6.48 10.50 75 7.00 10.00X22 Ok 24.00 12889.51 1.42 6.48 10.50 75 7.00 10.00X23 Ok 24.00 12889.51 1.42 6.48 10.50 75 7.00 10.00X24 Ok 24.00 7719.80 1.42 10.82 10.50 75 11.00 6.00X25 Ok 24.00 7719.80 1.42 10.82 10.50 75 11.00 6.00X26 Ok 24.00 7719.80 1.42 10.82 10.50 75 11.00 6.00Y1 Ok 24.00 12537.12 1.42 6.66 10.50 75 7.00 10.00Y2 Ok 24.00 886.22 1.42 94.22 10.50 75 11.00 6.00Y3 Ok 24.00 12537.12 1.42 6.66 10.50 75 7.00 10.00Y4 Ok 24.00 7097.40 1.42 11.76 10.50 75 11.00 6.00Y5 Ok 24.00 11395.94 1.42 7.33 10.50 75 8.00 9.00Y6 Ok 24.00 11664.67 1.42 7.16 10.50 75 8.00 9.00Y7 Ok 24.00 12537.12 1.42 6.66 10.50 75 7.00 10.00Y8 Ok 24.00 11019.97 1.42 7.58 10.50 75 8.00 9.00Y9 Ok 24.00 6804.39 1.42 12.27 10.50 75 11.00 6.00


3° NIVEL

Muro Va < Vm V (kg)

X1 Ok 24.00 11099.60 1.42 7.52 10.50 75 8.00 9.00X2 Ok 24.00 11099.60 1.42 7.52 10.50 75 8.00 9.00X3 Ok 24.00 11099.60 1.42 7.52 10.50 75 8.00 9.00X4 Ok 24.00 11099.60 1.42 7.52 10.50 75 8.00 9.00X5 Ok 24.00 6647.78 1.42 12.56 10.50 75 11.00 6.00X6 Ok 24.00 6647.78 1.42 12.56 10.50 75 11.00 6.00



(cm2) 2*As

S = espacimiento

de estribo (cm2)

"S" maximo (cm)



Espacimiento

menor


[email protected]

X7 Ok 24.00 6647.78 1.42 12.56 10.50 75 11.00 6.00X8 Ok 14.00 4563.25 1.42 9.58 5.50 75 6.00 12.00X9 Ok 24.00 10213.55 1.42 8.18 10.50 75 9.00 8.00

X10 Ok 24.00 10213.55 1.42 8.18 10.50 75 9.00 8.00X11 Ok 24.00 10213.55 1.42 8.18 10.50 75 9.00 8.00X12 Ok 24.00 6117.11 1.42 13.65 10.50 75 11.00 6.00X13 Ok 24.00 6117.11 1.42 13.65 10.50 75 11.00 6.00X14 Ok 14.00 4295.38 1.42 10.18 5.50 75 6.00 12.00X15 Ok 14.00 3528.90 1.42 12.39 5.50 75 6.00 12.00X16 Ok 14.00 1335.29 1.42 32.75 5.50 75 6.00 12.00X17 Ok 14.00 1335.29 1.42 32.75 5.50 75 6.00 12.00X18 Ok 14.00 3025.31 1.42 14.46 5.50 75 6.00 12.00X19 Ok 24.00 5501.20 1.42 15.18 10.50 75 11.00 6.00X20 Ok 24.00 9614.00 1.42 8.68 10.50 75 9.00 8.00X21 Ok 24.00 9614.00 1.42 8.68 10.50 75 9.00 8.00X22 Ok 24.00 9614.00 1.42 8.68 10.50 75 9.00 8.00X23 Ok 24.00 9614.00 1.42 8.68 10.50 75 9.00 8.00X24 Ok 24.00 5758.03 1.42 14.50 10.50 75 11.00 6.00X25 Ok 24.00 5758.03 1.42 14.50 10.50 75 11.00 6.00X26 Ok 24.00 5758.03 1.42 14.50 10.50 75 11.00 6.00Y1 Ok 24.00 9351.17 1.42 8.93 10.50 75 9.00 8.00Y2 Ok 24.00 661.01 1.42 126.32 10.50 75 11.00 6.00Y3 Ok 24.00 9351.17 1.42 8.93 10.50 75 9.00 8.00Y4 Ok 24.00 5293.79 1.42 15.77 10.50 75 11.00 6.00Y5 Ok 24.00 8499.98 1.42 9.82 10.50 75 10.00 7.00Y6 Ok 24.00 8700.42 1.42 9.60 10.50 75 10.00 7.00Y7 Ok 24.00 9351.17 1.42 8.93 10.50 75 9.00 8.00Y8 Ok 24.00 8219.56 1.42 10.16 10.50 75 11.00 6.00Y9 Ok 24.00 5075.25 1.42 16.45 10.50 75 11.00 6.00


4° NIVEL

Muro Va < Vm V (kg)


X10 Ok 14.00 4993.89 1.42 8.76 5.50 75 6.00 12.00X11 Ok 14.00 4993.89 1.42 8.76 5.50 75 6.00 12.00X12 Ok 14.00 2990.95 1.42 14.62 5.50 75 6.00 12.00X13 Ok 14.00 2990.95 1.42 14.62 5.50 75 6.00 12.00X14 Ok 14.00 2100.22 1.42 20.82 5.50 75 6.00 12.00X15 Ok 14.00 1725.45 1.42 25.35 5.50 75 6.00 12.00X16 Ok 14.00 652.88 1.42 66.99 5.50 75 6.00 12.00X17 Ok 14.00 652.88 1.42 66.99 5.50 75 6.00 12.00X18 Ok 14.00 1479.22 1.42 29.57 5.50 75 6.00 12.00X19 Ok 14.00 2689.80 1.42 16.26 5.50 75 6.00 12.00X20 Ok 14.00 4700.75 1.42 9.30 5.50 75 6.00 12.00X21 Ok 14.00 4700.75 1.42 9.30 5.50 75 6.00 12.00X22 Ok 14.00 4700.75 1.42 9.30 5.50 75 6.00 12.00X23 Ok 14.00 4700.75 1.42 9.30 5.50 75 6.00 12.00X24 Ok 14.00 2815.37 1.42 15.53 5.50 75 6.00 12.00X25 Ok 14.00 2815.37 1.42 15.53 5.50 75 6.00 12.00X26 Ok 14.00 2815.37 1.42 15.53 5.50 75 6.00 12.00Y1 Ok 14.00 4572.23 1.42 9.57 5.50 75 6.00 12.00Y2 Ok 14.00 323.20 1.42 135.32 5.50 75 6.00 12.00Y3 Ok 14.00 4572.23 1.42 9.57 5.50 75 6.00 12.00Y4 Ok 14.00 2588.39 1.42 16.90 5.50 75 6.00 12.00Y5 Ok 14.00 4156.05 1.42 10.52 5.50 75 6.00 12.00Y6 Ok 14.00 4254.05 1.42 10.28 5.50 75 6.00 12.00Y7 Ok 14.00 4572.23 1.42 9.57 5.50 75 6.00 12.00Y8 Ok 14.00 4018.93 1.42 10.88 5.50 75 6.00 12.00Y9 Ok 14.00 2481.53 1.42 17.62 5.50 75 6.00 12.00

Y10 Ok 14.00 7838.11 1.42 5.58 5.50 75 6.00 12.00Y11 Ok 14.00 4018.93 1.42 10.88 5.50 75 6.00 12.00Y12 Ok 14.00 2481.53 1.42 17.62 5.50 75 6.00 12.00Y13 Ok 14.00 5550.61 1.42 7.88 5.50 75 6.00 12.00Y14 Ok 14.00 4878.92 1.42 8.96 5.50 75 6.00 12.00Y15 Ok 14.00 3012.53 1.42 14.52 5.50 75 6.00 12.00Y16 Ok 14.00 5748.43 1.42 7.61 5.50 75 6.00 12.00Y17 Ok 14.00 3128.99 1.42 13.98 5.50 75 6.00 12.00



(cm2) 2*As

S = espacimiento

de estribo (cm2)

"S" maximo (cm)



Espacimiento

menor


[email protected]

Y18 Ok 14.00 3312.04 1.42 13.21 5.50 75 6.00 12.00Y19 Ok 14.00 4121.70 1.42 10.61 5.50 75 6.00 12.00Y20 Ok 14.00 6433.47 1.42 6.80 5.50 75 6.00 12.00Y21 Ok 14.00 3611.55 1.42 12.11 5.50 75 6.00 12.00Y22 Ok 24.00 6788.09 1.42 12.30 10.50 75 11.00 6.00Y23 Ok 24.00 7146.30 1.42 11.68 10.50 75 11.00 6.00

DISEÑO DE ESTRIBOS

Ø3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cm

Ø3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 7 @ 11 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cm

DISEÑO DE ESTRIBOS

Ø3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cm

Ø3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cmØ3/8'' + 1@5 + 14 @ 5 + r @ 20cm

DISEÑO DE ESTRIBOS

Ø3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cm

Ø3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 8 @ 9 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 9 @ 8 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 7 @ 10 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 10 @ 7 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cm

DISEÑO DE ESTRIBOS

Ø3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cm

Ø3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 12 @ 6 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cmØ3/8'' + 1@5 + 6 @ 11 + r @ 20cm

15.1 CALCULO DE MOMENTO MAXIMO

15.2 CALCULO DE ESFUERZO POR FLEXION

f'c = (Res. Compresion concreto) 175 kg/cm2f´m = (Res. Comprension ladrillo) 60 kg/cm2fy = (acero de refuerzo) 4,200 kg/cm2Em = (modulo de elasticidad) 30,000 kg/cm2Ev = (modulo de rigidez) 12,000 kg/cm2Fm = (compresion por flexion) 24 kg/cm2

NIVEL PESO Peso x Hi %4° 187.11 1945.93 0.323° 264.04 2059.54 0.342° 264.04 1373.02 0.231° 250.32 650.82 0.11∑ = 965.51 6029.31 1.00

1° NIVEL

Muro M= h * Vnf

X1 Ok 2.88 47165.85 9.12 2.96 640000.0 7.37 4.41 10.33X2 Ok 2.88 47165.85 9.12 2.96 640000.0 7.37 4.41 10.33X3 Ok 2.88 47165.85 9.12 2.96 640000.0 7.37 4.41 10.33X4 Ok 2.88 47165.85 9.12 2.96 640000.0 7.37 4.41 10.33X5 Ok 2.88 29258.76 9.12 2.96 360000.0 8.13 5.17 11.09X6 Ok 2.88 29258.76 9.12 2.96 360000.0 8.13 5.17 11.09X7 Ok 2.88 29258.76 9.12 2.96 360000.0 8.13 5.17 11.09X8 Ok 2.88 20482.65 9.12 2.96 268324.0 7.63 4.68 10.59X9 Ok 2.88 43409.00 9.12 2.96 640000.0 6.78 3.82 9.74

X10 Ok 2.88 43409.00 9.12 2.96 640000.0 6.78 3.82 9.74X11 Ok 2.88 43409.00 9.12 2.96 640000.0 6.78 3.82 9.74X12 Ok 2.88 26928.24 9.12 2.96 360000.0 7.48 4.52 10.44X13 Ok 2.88 26928.24 9.12 2.96 360000.0 7.48 4.52 10.44X14 Ok 2.88 19278.75 9.12 2.96 268324.0 7.18 4.23 10.14X15 Ok 2.88 16035.61 9.12 2.96 222784.0 7.20 4.24 10.16X16 Ok 2.88 6378.59 9.12 2.96 97344.0 6.55 3.59 9.51

15. DISEÑO POR FLEXION

Va < Vm

H= %1h+%2h+

%3h+%4h

Fa= esfuerz

o admisib

le comp. axial

(kg/cm2)

fa= esfuerz

o actuan

te comp. axial

(kg/cm2))

S = modulo de seccion (kg/cm3)

fm= M/S

(kg/cm2)

Tt= fm - fa

(kg/cm2)

Tc= fm + fa

(kg/cm2)

X17 Ok 2.88 6378.59 9.12 2.96 97344.0 6.55 3.59 9.51X18 Ok 2.88 13874.36 9.12 2.96 193600.0 7.17 4.21 10.12X19 Ok 2.88 24289.98 9.12 2.96 343396.0 7.07 4.12 10.03X20 Ok 2.88 40857.56 9.12 2.96 640000.0 6.38 3.43 9.34X21 Ok 2.88 40857.56 9.12 2.96 640000.0 6.38 3.43 9.34X22 Ok 2.88 40857.56 9.12 2.96 640000.0 6.38 3.43 9.34X23 Ok 2.88 40857.56 9.12 2.96 640000.0 6.38 3.43 9.34X24 Ok 2.88 25345.48 9.12 2.96 360000.0 7.04 4.08 10.00X25 Ok 2.88 25345.48 9.12 2.96 360000.0 7.04 4.08 10.00X26 Ok 2.88 25345.48 9.12 2.96 360000.0 7.04 4.08 10.00Y1 Ok 2.88 39644.61 9.12 5.74 633616.0 6.26 0.52 12.00Y2 Ok 2.88 3224.30 9.12 8.54 57600.0 5.60 -2.94 14.14Y3 Ok 2.88 39644.61 9.12 5.52 633616.0 6.26 0.74 11.77Y4 Ok 2.88 24149.00 11.02 6.70 200704.0 12.03 5.33 18.74Y5 Ok 2.88 36270.56 9.12 8.17 565504.0 6.41 -1.75 14.58Y6 Ok 2.88 38459.52 11.02 6.11 322624.0 11.92 5.81 18.03Y7 Ok 2.88 39644.61 9.12 6.91 633616.0 6.26 -0.65 13.16Y8 Ok 2.88 36471.76 11.02 7.02 304704.0 11.97 4.95 18.99Y9 Ok 2.88 22434.72 9.12 8.88 322624.0 6.95 -1.93 15.84

Y10 Ok 2.88 54369.76 11.02 5.96 633616.0 8.58 2.62 14.54Y11 Ok 2.88 36471.76 11.02 7.02 304704.0 11.97 4.95 18.99Y12 Ok 2.88 22434.72 9.12 6.37 322624.0 6.95 0.58 13.33Y13 Ok 2.88 48133.05 9.12 8.13 633616.0 7.60 -0.53 15.72Y14 Ok 2.88 35424.67 11.02 6.37 304704.0 11.63 5.26 17.99Y15 Ok 2.88 27238.29 9.12 8.41 322624.0 8.44 0.04 16.85Y16 Ok 2.88 50049.08 9.12 7.43 589824.0 8.49 1.06 15.92Y17 Ok 2.88 28397.47 9.12 8.60 304704.0 9.32 0.72 17.92Y18 Ok 2.88 29945.17 9.12 7.47 322624.0 9.28 1.81 16.76Y19 Ok 2.88 36933.10 9.12 7.20 369664.0 9.99 2.79 17.19Y20 Ok 2.88 44730.11 9.12 7.84 608400.0 7.35 -0.48 15.19Y21 Ok 2.88 32652.06 9.12 7.41 322624.0 10.12 2.71 17.53Y22 Ok 2.88 47277.94 9.12 4.27 589824.0 8.02 3.74 12.29Y23 Ok 2.88 49599.36 9.12 6.64 627264.0 7.91 1.27 14.54

2° NIVEL

Muro M= h * Vnf

X1 Ok 2.88 42845.14 9.12 2.96 640000.0 6.69 3.74 9.65X2 Ok 2.88 42845.14 9.12 2.96 640000.0 6.69 3.74 9.65X3 Ok 2.88 42845.14 9.12 2.96 640000.0 6.69 3.74 9.65

Va < Vm

H= %1h+%2h+

%3h+%4h

Fa= esfuerz

o admisib

le comp. axial

(kg/cm2)

fa= esfuerz

o actuan

te comp. axial

(kg/cm2))


fm= M/S

(kg/cm2)

Tt= fm - fa

(kg/cm2)

Tc= fm + fa

(kg/cm2)

X4 Ok 2.88 42845.14 9.12 2.96 640000.0 6.69 3.74 9.65X5 Ok 2.88 25660.85 9.12 2.96 360000.0 7.13 4.17 10.09X6 Ok 2.88 25660.85 9.12 2.96 360000.0 7.13 4.17 10.09X7 Ok 2.88 25660.85 9.12 2.96 360000.0 7.13 4.17 10.09X8 Ok 2.88 17614.42 9.12 2.96 268324.0 6.56 3.61 9.52X9 Ok 2.88 39424.91 9.12 2.96 640000.0 6.16 3.20 9.12

X10 Ok 2.88 39424.91 9.12 2.96 640000.0 6.16 3.20 9.12X11 Ok 2.88 39424.91 9.12 2.96 640000.0 6.16 3.20 9.12X12 Ok 2.88 23612.40 9.12 2.96 360000.0 6.56 3.60 9.52X13 Ok 2.88 23612.40 9.12 2.96 360000.0 6.56 3.60 9.52X14 Ok 2.88 16580.44 9.12 2.96 268324.0 6.18 3.22 9.14X15 Ok 2.88 13621.77 9.12 2.96 222784.0 6.11 3.16 9.07X16 Ok 2.88 5154.28 9.12 2.96 56784.0 9.08 6.12 12.03X17 Ok 2.88 5154.28 9.12 2.96 56784.0 9.08 6.12 12.03X18 Ok 2.88 11677.88 9.12 2.96 193600.0 6.03 3.07 8.99X19 Ok 2.88 21234.97 9.12 2.96 343396.0 6.18 3.23 9.14X20 Ok 2.88 37110.64 9.12 2.96 640000.0 5.80 2.84 8.76X21 Ok 2.88 37110.64 9.12 2.96 640000.0 5.80 2.84 8.76X22 Ok 2.88 37110.64 9.12 2.96 640000.0 5.80 2.84 8.76X23 Ok 2.88 37110.64 9.12 2.96 640000.0 5.80 2.84 8.76X24 Ok 2.88 22226.34 9.12 2.96 360000.0 6.17 3.22 9.13X25 Ok 2.88 22226.34 9.12 2.96 360000.0 6.17 3.22 9.13X26 Ok 2.88 22226.34 9.12 2.96 360000.0 6.17 3.22 9.13Y1 Ok 2.88 36096.08 9.12 5.74 633616.0 5.70 -0.04 11.44Y2 Ok 2.88 2551.55 9.12 8.54 57600.0 4.43 -4.11 12.97Y3 Ok 2.88 36096.08 9.12 5.52 633616.0 5.70 0.18 11.21Y4 Ok 2.88 20434.36 11.02 6.70 200704.0 10.18 3.48 16.89Y5 Ok 2.88 32810.44 9.12 8.17 565504.0 5.80 -2.37 13.97Y6 Ok 2.88 33584.16 11.02 6.11 322624.0 10.41 4.30 16.52Y7 Ok 2.88 36096.08 9.12 6.91 633616.0 5.70 -1.21 12.60Y8 Ok 2.88 31727.99 11.02 7.02 304704.0 10.41 3.39 17.43Y9 Ok 2.88 19590.76 9.12 8.88 322624.0 6.07 -2.81 14.95

Y10 Ok 2.88 49503.19 11.02 5.96 633616.0 7.81 1.85 13.77Y11 Ok 2.88 31727.99 11.02 7.02 304704.0 10.41 3.39 17.43Y12 Ok 2.88 19590.76 9.12 6.37 322624.0 6.07 -0.30 12.45Y13 Ok 2.88 43820.00 9.12 8.13 633616.0 6.92 -1.21 15.04Y14 Ok 2.88 38517.22 11.02 6.37 304704.0 12.64 6.27 19.01Y15 Ok 2.88 23782.84 9.12 8.41 322624.0 7.37 -1.04 15.78Y16 Ok 2.88 45381.74 9.12 7.43 589824.0 7.69 0.26 15.12Y17 Ok 2.88 24702.19 9.12 8.60 304704.0 8.11 -0.49 16.71Y18 Ok 2.88 26147.33 9.12 7.47 322624.0 8.10 0.63 15.58Y19 Ok 2.88 32539.33 9.12 7.20 369664.0 8.80 1.60 16.00Y20 Ok 2.88 50789.89 9.12 7.84 608400.0 8.35 0.51 16.18Y21 Ok 2.88 28511.83 9.12 7.41 322624.0 8.84 1.43 16.24Y22 Ok 2.88 48230.51 9.12 4.27 589824.0 8.18 3.90 12.45Y23 Ok 2.88 50775.62 9.12 6.64 627264.0 8.09 1.46 14.73

3° NIVEL

Muro M= h * Vnf


X10 Ok 2.88 29406.18 9.12 2.96 640000.0 4.59 1.64 7.55X11 Ok 2.88 29406.18 9.12 2.96 640000.0 4.59 1.64 7.55X12 Ok 2.88 17611.97 9.12 2.96 360000.0 4.89 1.93 7.85X13 Ok 2.88 17611.97 9.12 2.96 360000.0 4.89 1.93 7.85X14 Ok 2.88 12366.99 9.12 2.96 156522.3 7.90 4.94 10.86X15 Ok 2.88 10160.18 9.12 2.96 129957.3 7.82 4.86 10.78X16 Ok 2.88 3844.47 9.12 2.96 56784.0 6.77 3.81 9.73X17 Ok 2.88 3844.47 9.12 2.96 56784.0 6.77 3.81 9.73X18 Ok 2.88 8710.27 9.12 2.96 112933.3 7.71 4.75 10.67X19 Ok 2.88 15838.70 9.12 2.96 343396.0 4.61 1.65 7.57X20 Ok 2.88 27680.02 9.12 2.96 640000.0 4.33 1.37 7.28X21 Ok 2.88 27680.02 9.12 2.96 640000.0 4.33 1.37 7.28X22 Ok 2.88 27680.02 9.12 2.96 640000.0 4.33 1.37 7.28X23 Ok 2.88 27680.02 9.12 2.96 640000.0 4.33 1.37 7.28X24 Ok 2.88 16578.14 9.12 2.96 360000.0 4.61 1.65 7.56X25 Ok 2.88 16578.14 9.12 2.96 360000.0 4.61 1.65 7.56X26 Ok 2.88 16578.14 9.12 2.96 360000.0 4.61 1.65 7.56Y1 Ok 2.88 26923.27 9.12 5.74 633616.0 4.25 -1.49 9.99Y2 Ok 2.88 1903.15 9.12 8.54 57600.0 3.30 -5.24 11.84Y3 Ok 2.88 26923.27 9.12 5.52 633616.0 4.25 -1.27 9.77Y4 Ok 2.88 15241.54 11.02 6.70 200704.0 7.59 0.89 14.30Y5 Ok 2.88 24472.59 9.12 8.17 565504.0 4.33 -3.84 12.50Y6 Ok 2.88 25049.69 11.02 6.11 322624.0 7.76 1.66 13.87Y7 Ok 2.88 26923.27 9.12 6.91 633616.0 4.25 -2.66 11.16Y8 Ok 2.88 23665.22 11.02 7.02 304704.0 7.77 0.74 14.79Y9 Ok 2.88 14612.32 9.12 8.88 322624.0 4.53 -4.35 13.41

Y10 Ok 2.88 46154.19 11.02 5.96 633616.0 7.28 1.33 13.24Y11 Ok 2.88 23665.22 11.02 7.02 304704.0 7.77 0.74 14.79Y12 Ok 2.88 14612.32 9.12 6.37 322624.0 4.53 -1.85 10.90Y13 Ok 2.88 32684.38 9.12 8.13 633616.0 5.16 -2.97 13.29

Va < Vm

H= %1h+%2h+

%3h+%4h

Fa= esfuerz

o admisib

le comp. axial

(kg/cm2)

fa= esfuerz

o actuan

te comp. axial

(kg/cm2))


fm= M/S

(kg/cm2)

Tt= fm - fa

(kg/cm2)

Tc= fm + fa

(kg/cm2)

Y14 Ok 2.88 28729.16 11.02 6.37 304704.0 9.43 3.06 15.80Y15 Ok 2.88 17739.10 9.12 8.41 188197.3 9.43 1.02 17.83Y16 Ok 2.88 33849.25 9.12 7.43 589824.0 5.74 -1.69 13.17Y17 Ok 2.88 18424.83 9.12 8.60 304704.0 6.05 -2.55 14.65Y18 Ok 2.88 19502.72 9.12 7.47 322624.0 6.05 -1.43 13.52Y19 Ok 2.88 24270.37 9.12 7.20 369664.0 6.57 -0.63 13.77Y20 Ok 2.88 37883.07 9.12 7.84 608400.0 6.23 -1.61 14.06Y21 Ok 2.88 21266.35 9.12 7.41 322624.0 6.59 -0.82 14.00Y22 Ok 2.88 39971.21 9.12 4.27 589824.0 6.78 2.50 11.05Y23 Ok 2.88 42080.48 9.12 6.64 627264.0 6.71 0.07 13.35

4° NIVEL

Muro M= h * Vnf


X10 Ok 2.88 14378.08 9.12 2.96 373333.3 3.85 0.89 6.81X11 Ok 2.88 14378.08 9.12 2.96 373333.3 3.85 0.89 6.81X12 Ok 2.88 8611.33 9.12 2.96 210000.0 4.10 1.14 7.06X13 Ok 2.88 8611.33 9.12 2.96 210000.0 4.10 1.14 7.06X14 Ok 2.88 6046.81 9.12 2.96 156522.3 3.86 0.91 6.82X15 Ok 2.88 4967.80 9.12 2.96 129957.3 3.82 0.86 6.78X16 Ok 2.88 1879.74 9.12 2.96 56784.0 3.31 0.35 6.27X17 Ok 2.88 1879.74 9.12 2.96 56784.0 3.31 0.35 6.27X18 Ok 2.88 4258.87 9.12 2.96 112933.3 3.77 0.81 6.73X19 Ok 2.88 7744.30 9.12 2.96 200314.3 3.87 0.91 6.82X20 Ok 2.88 13534.08 9.12 2.96 373333.3 3.63 0.67 6.58X21 Ok 2.88 13534.08 9.12 2.96 373333.3 3.63 0.67 6.58X22 Ok 2.88 13534.08 9.12 2.96 373333.3 3.63 0.67 6.58X23 Ok 2.88 13534.08 9.12 2.96 373333.3 3.63 0.67 6.58X24 Ok 2.88 8105.84 9.12 2.96 210000.0 3.86 0.90 6.82X25 Ok 2.88 8105.84 9.12 2.96 210000.0 3.86 0.90 6.82X26 Ok 2.88 8105.84 9.12 2.96 210000.0 3.86 0.90 6.82Y1 Ok 2.88 13164.07 9.12 5.74 369609.3 3.56 -2.18 9.30

Va < Vm

H= %1h+%2h+

%3h+%4h

Fa= esfuerz

o admisib

le comp. axial

(kg/cm2)

fa= esfuerz

o actuan

te comp. axial

(kg/cm2))


fm= M/S

(kg/cm2)

Tt= fm - fa

(kg/cm2)

Tc= fm + fa

(kg/cm2)

Y2 Ok 2.88 930.54 9.12 8.54 33600.0 2.77 -5.77 11.31Y3 Ok 2.88 13164.07 9.12 5.52 369609.3 3.56 -1.96 9.08Y4 Ok 2.88 7452.32 11.02 6.70 117077.3 6.37 -0.34 13.07Y5 Ok 2.88 11965.82 9.12 8.17 329877.3 3.63 -4.54 11.80Y6 Ok 2.88 12247.99 11.02 6.11 188197.3 6.51 0.40 12.61Y7 Ok 2.88 13164.07 9.12 6.91 369609.3 3.56 -3.35 10.47Y8 Ok 2.88 11571.05 11.02 7.02 177744.0 6.51 -0.51 13.53Y9 Ok 2.88 7144.66 9.12 8.88 188197.3 3.80 -5.09 12.68

Y10 Ok 2.88 22566.98 11.02 5.96 369609.3 6.11 0.15 12.06Y11 Ok 2.88 11571.05 11.02 7.02 177744.0 6.51 -0.51 13.53Y12 Ok 2.88 7144.66 9.12 6.37 188197.3 3.80 -2.58 10.17Y13 Ok 2.88 15980.95 9.12 8.13 369609.3 4.32 -3.80 12.45Y14 Ok 2.88 14047.06 11.02 6.37 177744.0 7.90 1.53 14.27Y15 Ok 2.88 8673.49 9.12 8.41 188197.3 4.61 -3.80 13.02Y16 Ok 2.88 16550.51 9.12 7.43 344064.0 4.81 -2.62 12.24Y17 Ok 2.88 9008.78 9.12 8.60 177744.0 5.07 -3.53 13.67Y18 Ok 2.88 9535.81 9.12 7.47 188197.3 5.07 -2.41 12.54Y19 Ok 2.88 11866.94 9.12 7.20 215637.3 5.50 -1.70 12.70Y20 Ok 2.88 18522.84 9.12 7.84 354900.0 5.22 -2.62 13.06Y21 Ok 2.88 10398.13 9.12 7.41 188197.3 5.53 -1.88 12.93Y22 Ok 2.88 19543.83 9.12 4.27 589824.0 3.31 -0.96 7.59Y23 Ok 2.88 20575.15 9.12 6.64 627264.0 3.28 -3.36 9.92

15.3 CALCULO DE LONGITUD TRACCIONADA

15.4 CALCULO DE AREA DE ACERO POR TRACCION

15.5 VERIFICACION POR FLEXOCOMPREXION

f'c = (Res. Compresion concreto) 175 kg/cm2f´m = (Res. Comprension ladrillo) 60 kg/cm2fy = (acero de refuerzo) 4,200 kg/cm2Em = (modulo de elasticidad) 30,000 kg/cm2Ev = (modulo de rigidez) 12,000 kg/cm2Fm = (compresion por flexion) 24 kg/cm2

AREA DE ACERO1/4" 3/8" 1/2" 5/8" 3/4''0.32 0.71 1.29 1.99 2.84

1° NIVEL

Muro

X1 Ok 119.72 6338.24 2.01 0.63 Ok 3.55 3.55 5 Ø 3/8''X2 Ok 119.72 6338.24 2.01 0.63 Ok 3.55 3.55 5 Ø 3/8''X3 Ok 119.72 6338.24 2.01 0.63 Ok 3.55 3.55 5 Ø 3/8''X4 Ok 119.72 6338.24 2.01 0.63 Ok 3.55 3.55 5 Ø 3/8''X5 Ok 95.41 5918.41 1.88 0.66 Ok 2.94 2.94 5 Ø 3/8''X6 Ok 95.41 5918.41 1.88 0.66 Ok 2.94 2.94 5 Ø 3/8''X7 Ok 95.41 5918.41 1.88 0.66 Ok 2.94 2.94 5 Ø 3/8''X8 Ok 79.32 4450.31 1.41 0.64 Ok 2.38 2.38 4 Ø 3/8''X9 Ok 112.78 5176.02 1.64 0.61 Ok 3.27 3.27 5 Ø 3/8''

X10 Ok 112.78 5176.02 1.64 0.61 Ok 3.27 3.27 5 Ø 3/8''X11 Ok 112.78 5176.02 1.64 0.61 Ok 3.27 3.27 5 Ø 3/8''X12 Ok 90.68 4920.86 1.56 0.64 Ok 2.70 2.70 4 Ø 3/8''X13 Ok 90.68 4920.86 1.56 0.64 Ok 2.70 2.70 4 Ø 3/8''X14 Ok 76.19 3864.30 1.23 0.62 Ok 2.24 2.24 4 Ø 3/8''X15 Ok 69.51 3536.37 1.12 0.62 Ok 2.05 2.05 3 Ø 3/8''X16 Ok 42.79 1845.73 0.59 0.60 Ok 1.23 1.23 2 Ø 3/8''X17 Ok 42.79 1845.73 0.59 0.60 Ok 1.23 1.23 2 Ø 3/8''X18 Ok 64.60 3262.29 1.04 0.62 Ok 1.90 1.90 3 Ø 3/8''X19 Ok 85.24 4209.43 1.34 0.62 Ok 2.50 2.50 4 Ø 3/8''X20 Ok 107.33 4412.57 1.40 0.59 Ok 3.07 3.07 5 Ø 3/8''X21 Ok 107.33 4412.57 1.40 0.59 Ok 3.07 3.07 5 Ø 3/8''X22 Ok 107.33 4412.57 1.40 0.59 Ok 3.07 3.07 5 Ø 3/8''X23 Ok 107.33 4412.57 1.40 0.59 Ok 3.07 3.07 5 Ø 3/8''X24 Ok 86.98 4260.97 1.35 0.62 Ok 2.54 2.54 4 Ø 3/8''

Va < Vm

X= L Tt/ Tc + Tt (cm)

T= Tt*X*t/2

(kg) As= area de acero

(cm2)

verficacion por

flexocomprecion

"As" por

corte (cm2)

comparacion de As y Asv (cm2)

Asignacion de acero

"As"

X25 Ok 86.98 4260.97 1.35 0.62 Ok 2.54 2.54 4 Ø 3/8''X26 Ok 86.98 4260.97 1.35 0.62 Ok 2.54 2.54 4 Ø 3/8''Y1 Ok 16.43 101.81 0.03 0.89 Ok 3.00 3.00 5 Ø 3/8''Y2 Ok -31.53 1113.26 0.35 1.17 Ok 0.81 0.81 2 Ø 3/8''Y3 Ok 23.52 208.76 0.07 0.87 Ok 3.00 3.00 5 Ø 3/8''Y4 Ok 49.60 3171.17 1.01 1.11 Ok 3.25 3.25 5 Ø 3/8''Y5 Ok -51.41 1082.01 0.34 1.16 Ok 2.90 2.90 5 Ø 3/8''Y6 Ok 69.26 4832.71 1.53 1.05 Ok 4.08 4.08 6 Ø 3/8''Y7 Ok -20.70 161.70 0.05 1.02 Ok 3.00 3.00 5 Ø 3/8''Y8 Ok 57.04 3386.26 1.08 1.14 Ok 3.98 3.98 6 Ø 3/8''Y9 Ok -39.36 910.50 0.29 1.26 Ok 2.38 2.38 4 Ø 3/8''

Y10 Ok 60.81 1913.30 0.61 0.90 Ok 4.11 4.11 6 Ø 3/8''Y11 Ok 57.04 3386.26 1.08 1.14 Ok 3.98 3.98 6 Ø 3/8''Y12 Ok 11.83 82.26 0.03 0.99 Ok 2.38 2.38 4 Ø 3/8''Y13 Ok -13.89 88.43 0.03 1.21 Ok 3.64 3.64 6 Ø 3/8''Y14 Ok 62.40 3936.79 1.25 1.06 Ok 3.86 3.86 6 Ø 3/8''Y15 Ok 0.60 0.26 0.00 1.27 Ok 2.89 2.89 5 Ø 3/8''Y16 Ok 23.89 302.62 0.10 1.17 Ok 3.92 3.92 6 Ø 3/8''Y17 Ok 10.63 91.58 0.03 1.23 Ok 3.10 3.10 5 Ø 3/8''Y18 Ok 27.65 599.70 0.19 1.21 Ok 3.17 3.17 5 Ø 3/8''Y19 Ok 42.46 1421.90 0.45 1.21 Ok 3.66 3.66 6 Ø 3/8''Y20 Ok -12.84 74.63 0.02 1.17 Ok 3.45 3.45 5 Ø 3/8''Y21 Ok 38.07 1239.60 0.39 1.23 Ok 3.46 3.46 5 Ø 3/8''Y22 Ok 89.60 4022.30 1.28 0.80 Ok 3.71 3.71 6 Ø 3/8''Y23 Ok 31.81 484.95 0.15 1.06 Ok 3.77 3.77 6 Ø 3/8''

2° NIVEL

Muro


X10 Ok 103.96 3994.86 1.27 0.58 Ok 2.97 2.97 5 Ø 3/8''X11 Ok 103.96 3994.86 1.27 0.58 Ok 2.97 2.97 5 Ø 3/8''X12 Ok 82.35 3558.62 1.13 0.60 Ok 2.37 2.37 4 Ø 3/8''X13 Ok 82.35 3558.62 1.13 0.60 Ok 2.37 2.37 4 Ø 3/8''X14 Ok 67.51 2609.55 0.83 0.58 Ok 1.93 1.93 3 Ø 3/8''

Va < Vm


T= Tt*X*t/2


(cm2)

verficacion por

flexocomprecion

"As" por

corte (cm2)


Asignacion de acero

"As"

X15 Ok 60.91 2307.18 0.73 0.58 Ok 1.74 1.74 3 Ø 3/8''X16 Ok 52.58 2252.22 0.71 0.70 Ok 0.99 0.99 2 Ø 3/8''X17 Ok 52.58 2252.22 0.71 0.70 Ok 0.99 0.99 2 Ø 3/8''X18 Ok 56.06 2067.82 0.66 0.58 Ok 1.60 1.60 3 Ø 3/8''X19 Ok 76.42 2958.29 0.94 0.58 Ok 2.18 2.18 4 Ø 3/8''X20 Ok 97.97 3339.60 1.06 0.57 Ok 2.79 2.79 4 Ø 3/8''X21 Ok 97.97 3339.60 1.06 0.57 Ok 2.79 2.79 4 Ø 3/8''X22 Ok 97.97 3339.60 1.06 0.57 Ok 2.79 2.79 4 Ø 3/8''X23 Ok 97.97 3339.60 1.06 0.57 Ok 2.79 2.79 4 Ø 3/8''X24 Ok 78.13 3015.33 0.96 0.58 Ok 2.23 2.23 4 Ø 3/8''X25 Ok 78.13 3015.33 0.96 0.58 Ok 2.23 2.23 4 Ø 3/8''X26 Ok 78.13 3015.33 0.96 0.58 Ok 2.23 2.23 4 Ø 3/8''Y1 Ok -1.52 0.80 0.00 0.87 Ok 2.73 2.73 4 Ø 3/8''Y2 Ok -55.67 2745.50 0.87 1.12 Ok 0.64 0.87 2 Ø 3/8''Y3 Ok 6.27 13.51 0.00 0.84 Ok 2.73 2.73 4 Ø 3/8''Y4 Ok 38.25 1596.27 0.51 1.03 Ok 2.75 2.75 4 Ø 3/8''Y5 Ok -76.66 2176.24 0.69 1.14 Ok 2.63 2.63 4 Ø 3/8''Y6 Ok 58.70 3031.44 0.96 0.99 Ok 3.56 3.56 6 Ø 3/8''Y7 Ok -42.30 614.68 0.20 0.99 Ok 2.73 2.73 4 Ø 3/8''Y8 Ok 44.93 1828.16 0.58 1.07 Ok 3.46 3.46 5 Ø 3/8''Y9 Ok -65.69 2214.37 0.70 1.23 Ok 2.08 2.08 3 Ø 3/8''

Y10 Ok 47.22 1050.60 0.33 0.87 Ok 3.74 3.74 6 Ø 3/8''Y11 Ok 44.93 1828.16 0.58 1.07 Ok 3.46 3.46 5 Ø 3/8''Y12 Ok -7.06 25.61 0.01 0.95 Ok 2.08 2.08 3 Ø 3/8''Y13 Ok -34.85 506.46 0.16 1.18 Ok 3.31 3.31 5 Ø 3/8''Y14 Ok 68.47 5153.65 1.64 1.10 Ok 4.20 4.20 6 Ø 3/8''Y15 Ok -19.94 247.68 0.08 1.23 Ok 2.52 2.52 4 Ø 3/8''Y16 Ok 6.60 20.93 0.01 1.14 Ok 3.56 3.56 6 Ø 3/8''Y17 Ok -8.42 50.01 0.02 1.28 Ok 2.69 2.69 4 Ø 3/8''Y18 Ok 11.04 83.50 0.03 1.16 Ok 2.77 2.77 4 Ø 3/8''Y19 Ok 27.67 531.94 0.17 1.16 Ok 3.22 3.22 5 Ø 3/8''Y20 Ok 11.95 73.42 0.02 1.21 Ok 3.92 3.92 6 Ø 3/8''Y21 Ok 22.98 394.34 0.13 1.18 Ok 3.02 3.02 5 Ø 3/8''Y22 Ok 91.63 4290.66 1.36 0.81 Ok 3.78 3.78 6 Ø 3/8''Y23 Ok 35.66 623.89 0.20 1.06 Ok 3.86 3.86 6 Ø 3/8''

3° NIVEL

Muro

X1 Ok 81.52 1991.08 0.63 0.53 Ok 2.40 2.40 4 Ø 3/8''X2 Ok 81.52 1991.08 0.63 0.53 Ok 2.40 2.40 4 Ø 3/8''X3 Ok 81.52 1991.08 0.63 0.53 Ok 2.40 2.40 4 Ø 3/8''X4 Ok 81.52 1991.08 0.63 0.53 Ok 2.40 2.40 4 Ø 3/8''X5 Ok 66.54 1883.46 0.60 0.55 Ok 1.92 1.92 3 Ø 3/8''

Va < Vm


T= Tt*X*t/2


(cm2)

verficacion por

flexocomprecion

"As" por

corte (cm2)


Asignacion de acero

"As"

X6 Ok 66.54 1883.46 0.60 0.55 Ok 1.92 1.92 3 Ø 3/8''X7 Ok 66.54 1883.46 0.60 0.55 Ok 1.92 1.92 3 Ø 3/8''X8 Ok 83.86 3191.09 1.01 0.67 Ok 1.53 1.53 3 Ø 3/8''X9 Ok 71.24 1399.26 0.44 0.52 Ok 2.21 2.21 4 Ø 3/8''

X10 Ok 71.24 1399.26 0.44 0.52 Ok 2.21 2.21 4 Ø 3/8''X11 Ok 71.24 1399.26 0.44 0.52 Ok 2.21 2.21 4 Ø 3/8''X12 Ok 59.30 1376.50 0.44 0.53 Ok 1.77 1.77 3 Ø 3/8''X13 Ok 59.30 1376.50 0.44 0.53 Ok 1.77 1.77 3 Ø 3/8''X14 Ok 81.02 2803.36 0.89 0.65 Ok 1.44 1.44 3 Ø 3/8''X15 Ok 73.35 2495.56 0.79 0.65 Ok 1.30 1.30 2 Ø 3/8''X16 Ok 43.92 1172.10 0.37 0.61 Ok 0.74 0.74 2 Ø 3/8''X17 Ok 43.92 1172.10 0.37 0.61 Ok 0.74 0.74 2 Ø 3/8''X18 Ok 67.81 2257.03 0.72 0.65 Ok 1.19 1.19 2 Ø 3/8''X19 Ok 52.55 1043.18 0.33 0.52 Ok 1.63 1.63 3 Ø 3/8''X20 Ok 63.21 1036.96 0.33 0.50 Ok 2.08 2.08 3 Ø 3/8''X21 Ok 63.21 1036.96 0.33 0.50 Ok 2.08 2.08 3 Ø 3/8''X22 Ok 63.21 1036.96 0.33 0.50 Ok 2.08 2.08 3 Ø 3/8''X23 Ok 63.21 1036.96 0.33 0.50 Ok 2.08 2.08 3 Ø 3/8''X24 Ok 53.65 1060.34 0.34 0.52 Ok 1.66 1.66 3 Ø 3/8''X25 Ok 53.65 1060.34 0.34 0.52 Ok 1.66 1.66 3 Ø 3/8''X26 Ok 53.65 1060.34 0.34 0.52 Ok 1.66 1.66 3 Ø 3/8''Y1 Ok -69.84 1249.80 0.40 0.81 Ok 2.04 2.04 3 Ø 3/8''Y2 Ok -95.08 5973.41 1.90 1.07 Ok 0.48 1.90 3 Ø 3/8''Y3 Ok -59.39 903.80 0.29 0.78 Ok 2.04 2.04 3 Ø 3/8''Y4 Ok 13.13 140.22 0.04 0.92 Ok 2.05 2.05 3 Ø 3/8''Y5 Ok -166.83 7687.71 2.44 1.08 Ok 1.96 2.44 4 Ø 3/8''Y6 Ok 30.32 603.33 0.19 0.88 Ok 2.66 2.66 4 Ø 3/8''Y7 Ok -124.51 3972.38 1.26 0.93 Ok 2.04 2.04 3 Ø 3/8''Y8 Ok 13.23 118.14 0.04 0.96 Ok 2.58 2.58 4 Ø 3/8''Y9 Ok -136.45 7126.36 2.26 1.16 Ok 1.55 2.26 4 Ø 3/8''

Y10 Ok 36.21 575.92 0.18 0.84 Ok 3.49 3.49 5 Ø 3/8''Y11 Ok 13.23 118.14 0.04 0.96 Ok 2.58 2.58 4 Ø 3/8''Y12 Ok -57.85 1280.99 0.41 0.89 Ok 1.55 1.55 3 Ø 3/8''Y13 Ok -114.52 4079.55 1.30 1.11 Ok 2.47 2.47 4 Ø 3/8''Y14 Ok 44.78 1644.40 0.52 0.97 Ok 3.13 3.13 5 Ø 3/8''Y15 Ok 15.35 109.49 0.03 1.31 Ok 1.88 1.88 3 Ø 3/8''Y16 Ok -56.57 1147.79 0.36 1.05 Ok 2.65 2.65 4 Ø 3/8''Y17 Ok -58.31 1787.75 0.57 1.20 Ok 2.01 2.01 3 Ø 3/8''Y18 Ok -33.58 575.90 0.18 1.07 Ok 2.07 2.07 3 Ø 3/8''Y19 Ok -14.69 111.91 0.04 1.06 Ok 2.40 2.40 4 Ø 3/8''Y20 Ok -50.41 973.68 0.31 1.12 Ok 2.92 2.92 5 Ø 3/8''Y21 Ok -17.57 172.00 0.05 1.09 Ok 2.25 2.25 4 Ø 3/8''Y22 Ok 70.89 2128.30 0.68 0.75 Ok 3.13 3.13 5 Ø 3/8''Y23 Ok 2.12 1.82 0.00 1.01 Ok 3.20 3.20 5 Ø 3/8''

4° NIVEL

Muro


X10 Ok 46.39 290.06 0.09 0.48 Ok 1.08 1.08 2 Ø 3/8''X11 Ok 46.39 290.06 0.09 0.48 Ok 1.08 1.08 2 Ø 3/8''X12 Ok 41.80 334.31 0.11 0.50 Ok 0.86 0.86 2 Ø 3/8''X13 Ok 41.80 334.31 0.11 0.50 Ok 0.86 0.86 2 Ø 3/8''X14 Ok 30.34 192.28 0.06 0.49 Ok 0.70 0.70 1 Ø 3/8''X15 Ok 26.69 161.54 0.05 0.48 Ok 0.63 0.63 1 Ø 3/8''X16 Ok 8.30 20.48 0.01 0.46 Ok 0.36 0.36 1 Ø 3/8''X17 Ok 8.30 20.48 0.01 0.46 Ok 0.36 0.36 1 Ø 3/8''X18 Ok 23.72 135.00 0.04 0.48 Ok 0.58 0.58 1 Ø 3/8''X19 Ok 34.41 218.73 0.07 0.49 Ok 0.80 0.80 2 Ø 3/8''X20 Ok 36.81 171.91 0.05 0.48 Ok 1.02 1.02 2 Ø 3/8''X21 Ok 36.81 171.91 0.05 0.48 Ok 1.02 1.02 2 Ø 3/8''X22 Ok 36.81 171.91 0.05 0.48 Ok 1.02 1.02 2 Ø 3/8''X23 Ok 36.81 171.91 0.05 0.48 Ok 1.02 1.02 2 Ø 3/8''X24 Ok 35.05 221.28 0.07 0.49 Ok 0.81 0.81 2 Ø 3/8''X25 Ok 35.05 221.28 0.07 0.49 Ok 0.81 0.81 2 Ø 3/8''X26 Ok 35.05 221.28 0.07 0.49 Ok 0.81 0.81 2 Ø 3/8''Y1 Ok -121.74 1856.67 0.59 0.78 Ok 1.00 1.00 2 Ø 3/8''Y2 Ok -125.01 5049.44 1.60 1.05 Ok 0.23 1.60 3 Ø 3/8''Y3 Ok -109.27 1495.88 0.47 0.75 Ok 1.00 1.00 2 Ø 3/8''Y4 Ok -5.96 14.12 0.00 0.87 Ok 1.00 1.00 2 Ø 3/8''Y5 Ok -235.32 7479.16 2.37 1.05 Ok 0.96 2.37 4 Ø 3/8''Y6 Ok 8.77 24.65 0.01 0.83 Ok 1.30 1.30 2 Ø 3/8''Y7 Ok -186.96 4379.24 1.39 0.91 Ok 1.00 1.39 2 Ø 3/8''Y8 Ok -10.86 38.95 0.01 0.91 Ok 1.26 1.26 2 Ø 3/8''Y9 Ok -190.20 6770.33 2.15 1.13 Ok 0.76 2.15 4 Ø 3/8''

Y10 Ok 4.78 4.92 0.00 0.80 Ok 1.71 1.71 3 Ø 3/8''Y11 Ok -10.86 38.95 0.01 0.91 Ok 1.26 1.26 2 Ø 3/8''Y12 Ok -96.43 1740.23 0.55 0.86 Ok 0.76 0.76 2 Ø 3/8''Y13 Ok -175.04 4660.06 1.48 1.07 Ok 1.21 1.48 3 Ø 3/8''Y14 Ok 26.79 287.72 0.09 0.91 Ok 1.53 1.53 3 Ø 3/8''Y15 Ok -117.02 3111.29 0.99 1.11 Ok 0.92 0.99 2 Ø 3/8''Y16 Ok -104.55 1917.06 0.61 1.01 Ok 1.30 1.30 2 Ø 3/8''Y17 Ok -96.20 2379.48 0.76 1.15 Ok 0.98 0.98 2 Ø 3/8''

Va < Vm


T= Tt*X*t/2


(cm2)

verficacion por

flexocomprecion

"As" por

corte (cm2)


Asignacion de acero

"As"

Y18 Ok -67.47 1137.00 0.36 1.03 Ok 1.01 1.01 2 Ø 3/8''Y19 Ok -46.87 556.79 0.18 1.02 Ok 1.18 1.18 2 Ø 3/8''Y20 Ok -97.78 1791.36 0.57 1.08 Ok 1.43 1.43 3 Ø 3/8''Y21 Ok -48.38 637.39 0.20 1.04 Ok 1.10 1.10 2 Ø 3/8''Y22 Ok -55.70 642.56 0.20 0.61 Ok 1.53 1.53 3 Ø 3/8''Y23 Ok -202.62 8161.74 2.59 0.86 Ok 1.56 2.59 4 Ø 3/8''

-

f'c = (Res. Compresion concreto) 175.00 kg/cm2f´m = (Res. Comprension ladrillo) 60.00 kg/cm2fy = (acero de refuerzo) 4,200.00 kg/cm2Em = (modulo de elasticidad) 30,000.00 kg/cm2Fm = (compresion por flexion) 24.00 kg/cm2

NOTA:

MURO "Y17" (2° PISO)

DATOS:

P= 6,105.31 kgM= 28397.47 kg.mFa= 9.12 kg/cm2Fm= 24.00 kg/cm2 fa= 8.60 kg/cm2 fm= 9.32 kg/cm2

0.3 0.30.24 cm

276.00 cm

16.1 CALCULO DE ROTACION MODULAR

R= Ec/Em 6.658 cm 7.00

16.2 TRANSFORMACION DE LA SECCION

30.0 30.0

168.00 m

276.00 cm

30.0 30.0

16. VERIFICACION DE MURO POR FLEXO COMPRESION

SE CONCIDERARA ESTA VERIFICACION A LOS MUROS QUE NO CUMPLIERON CON LA CONDICION DE V. POR FLEXO COMPRESION:

168.00 m

30.0 216.00 cm 30.0

AREA:15264 cm2

INERCIA:23,956,992.00 cm4

S= 17360139.1 cm3

16.3 CALCULO DE MENORES ESFUERZOS

fa = P/A 0.400 kg/cm2fm = M/S 0.1636 kg/cm2

C = 0.400+

0.16369.12 24.00

C = 0.0507 < 1.33

17. CIMIENTOS CORRIDOS:

17.1 CALCULO DE "b"

DATOS Y8

Tt = 1.00 kg/cm2PD = 35684.16 kgPL = 10920.00 kgPu = 68521.82 kgTt = Tn

b= Pu = 68521.82 kg = 685.22 cm100 Tt 1.00 kg/cm2 *100

b= 70.00 cm

m= = b-e/2 m= 23

t= 2b -e t= 294

17.2 FLEXION:

Mu = 1/2 Tn* t2 *100 Mu = 28800

se analizara la zona mas critica para efecto del diseño del cimiento corrido

Mn = Mu / Ø Mn= 44307.69231

Ø= 0.65

Tf = Mm Y / I

Y = h/2 I = bh2/12

h= minimo 80 cm (asumido)Y = 80/2 40 cmI= bh2/12 37333.33 cm4

Tf = 47.472527

Tf = 6 Mn / bh2 Tf = 0.593

De la formula se despeja "h"

h = 6Mn/Tf*b

h= 80.00 cm

Tad = 1.3 f'c Tad = 13.00

Tf = 0.593 < Tad = 13.00

17.3 CORTE :

Vu = m * 100 * Tn Vu= 2300.00

Vn = Vu/ Ø Vn = 2705.88

Ø = 0.85

Vn < 0.53 f´c bh

2705.88 < 29680.00

18. ANALISIS Y DISEÑO DE LOSA ALIGERADA

18.1 TIPO DE ALIGERADO :

NOTA:

e losa

h lad. h

Determinación del Espesor de la Losa

luz = 3.86 m _ h = 0.1544 m

Se toma = 0.17 m esp. Losa = 0.05 mh ladrillo = 0.12 m

Determinación de la Carga Ultima

Peso propio de la losaP. Losa = 0.05*1*2400 = 120 kg/m2P. Vigueta = 0.12*2.5*0.1*2400 72 kg/m2P. Ladrillo = 0.30*0.12*2.5*800 0 kg/m2P.P. = 192 kg/m2

Peso acabado = 100 kg/m2Sobrecarga = 200 kg/m2

Wcm = 408.8 kg/m2Wcv = 340 kg/m2Wcu = 748.8 kg/m2

PREDIMENCIONAMIENTO DE ELEMNETOS DE CONFINAMIENTO:Vigas = 0.24 x 0.20Columnas 0.24 x 0.25

SE CONCIDERARA PAÑO DE LOSA MAS CRITICA PARA EFECTO DE DISEÑO

h≥luz25

4 m 4 m

Verificaremos si es que es aplicable los coeficientes del ACI:1. Número de tramos = 2 OK2. Diferencia de longitud = Tramo 1 - Tramo 2 = 0.003. Relación Carga Viva / Carga Muerta = 0.68 OK

Sí es aplicable los coeficientes

ANALISIS

0.50 Tn-m/m 1.10 Tn-m/m 0.50 Tn-m/m

0.71 Tn-m/m 0.71 Tn-m/m

0.24 m 3.64 m 0.24 m 3.64 m 0.24 m

DISEÑO DEL REFUERZO DE LA LOSA

A. Para Momentos Positivos:Mu = 0.71 Tn-m/m

b fy = 4200 kg/cm2rec. = 3 cm

5 cm Ø = 1/2 ''

1 2 3

f'c = 210 kg/cm2b = 100 cmh = 17 cm

12 cm A Ø = 1.29 cm2 Ø = 1/2''A Ø = 0.71 cm2 Ø = 3/8''

d = 13.37 cm

Posición del eje neutro: asumir que: c = hf = 5 cm a = 4.25 cm

As = 1.67 cm2/m

1 1/2 ''A cada vigueta le corresponde (As/2.5) = 0.67 cm2 As = 1.29 cm2

Area de acero en un metro de aligerado: As = 3.225 cm2/m

a = 0.76 cm c = 0.89 cm

c = 0.89 cm < hf = 5 cm

El eje neutro está en el ala y se analiza como viga rectangular.

Mr = 1583.01 kg-m/m

Tramo 1 - 708.66 kg-m/m = As As = ###1583.01 kg-m/m 3.225 cm2/m

1 1/2 ''A cada vigueta le corresponde (As/2.5) = 0.58 cm2 As = 1.29 cm2

B. Para Momentos Negativos:Mu = ###

5 cm fy = 4200 kg/cm2rec. = 3 cmØ = 3/8 ''f'c = 210 kg/cm2

12 cm bw = 10 cmh = 17 cmA Ø = 0.71 cm2

bw d = 13.52 cm

As=M u

0 .9∗f y∗( d−a /2 )

φ

a=A s∗f y

0 .85∗f c'∗b

Mr=φ∗As∗fy∗(d−a2 )

φ

Asumir: a = 0.15d a = 2.03 cm

As = 2.33 cm2/m a = 5.49 cm

A cada vigueta le corresponde (As/2.5) = 0.93 cm2 1 1/2''As = 1.29 cm2

Apoyo 1: 496.07 kg-m/m = As As = ###1102.37 kg-m/m ###

A cada vigueta le corresponde (As/2.5) = 0.42 cm2 1 3/8 ''As = 0.71 cm2

Apoyo 3 : 496.07 kg-m/m = As As = ###1102.37 kg-m/m ###


C. Acero por temperatura: Astemp = 0.0018*b*hf

Ø = 1/4 '' AØ = 0.32 cm2

Astemp = 0.90 cm2 s = 35.56 cm

_ Usar: 1/4 '' @ 36 cm

D. Distribución del refuerzo:

0.73 m 1.21 m 1.21 m 0.73 m

1 3/8 '' . 1 1/2'' 1 3/8 ''

1 1/2 '' 1 1/2 ''

As=M u

0 .9∗f y∗( d−a /2 )a=

A s∗f y0 .85∗f c

'∗b

φ

φ

φ

φ φ φ

φφ

VERIFICACION POR CORTANTE

V1 V'' 2

V' 2 V 3

A. Determinación de los momentos nominales:

As/vig = 1 3/8 '' (Ao =0.71 cm2)Mr1 : As = 1.775 cm2

a = 1.92 cm Mr1 = 843.00 kg-m/m

As/vig = 1 1/2'' (Ao =1.27 cm2)Mr2 : As = 3.175 cm2

a = 7.47 cm Mr2 = 1174.76 kg-m/m


a = 4.18 cm Mr3 = 767.27 kg-m/m

B. Determinación del cortante:

V1 = 1453.96 kgV' 2 = 1271.67 kgV'' 2 = 1250.87 kgV 3 = 1474.77 kg

Corte que toma el Concreto:

Vc = 1038.68 kg NVc = 882.88 kgVerificar que ØVc > Vud : OK

φ

φ

φ

Vi=Wui∗Li2

−(Mi+MjLi )

Vc=0 .53√ f ' c∗b∗d

F195

IVAN: INSERTAR DIAMETRO DE BARRA A USAR

F199


F203


18.2 TIPO DE ALIGERADO :

e losa

h lad. h

Determinación del Espesor de la Losa

luz = 2.86 m _ h = 0.1144 m

Se toma = 0.17 m esp. Losa = 0.05 mh ladrillo = 0.12 m

Determinación de la Carga Ultima

Peso propio de la losaP. Losa = 0.05*1*2400 = 120 kg/m2P. Vigueta = 0.12*2.5*0.1*2400 72 kg/m2P. Ladrillo = 0.30*0.12*2.5*800 0 kg/m2

P.P. = 192 kg/m2

Peso acabado = 100 kg/m2Sobrecarga = 200 kg/m2

Wcm = 408.8 kg/m2Wcv = 340 kg/m2Wcu = 748.8 kg/m2

PREDIMENCIONAMIENTO DE ELEMNETOS DE CONFINAMIENTOVigas = 0.24 x 0.20Columnas 0.24 x 0.25

h≥luz25

3 m 3 m

Verificaremos si es que es aplicable los coeficientes del ACI:1. Número de tramos = 2 OK2. Diferencia de longitud = Tramo 1 - Tramo 2 = 0.003. Relación Carga Viva / Carga Muerta = 0.68 OK

Sí es aplicable los coeficientes

ANALISIS

0.26 Tn-m/m 0.58 Tn-m/m 0.26 Tn-m/m

0.37 Tn-m/m 0.37 Tn-m/m

0.24 m 2.64 m 0.24 m 2.64 m 0.24 m

DISEÑO DEL REFUERZO DE LA LOSA

A. Para Momentos Positivos:Mu = 0.37 Tn-m/m

b fy = 4200 kg/cm2rec. = 3 cm

5 cm Ø = 1/2 ''f'c = 210 kg/cm2b = 100 cmh = 17 cm

12 cm A Ø = 1.29 cm2 Ø = 1/2''A Ø = 0.71 cm2 Ø = 3/8''

d = 13.37 cm

Posición del eje neutro: asumir que: c = hf = 5 cm a = 4.25 cm

As = 0.88 cm2/m

1 Ø = 3/8''

As=M u

0 .9∗f y∗( d−a /2 )

1 2 3

A cada vigueta le corresponde (As/2.5) = 0.35 cm2 As = 0.71 cm2

Area de acero en un metro de aligerado: As = 1.775 cm2/m

a = 0.42 cm c = 0.49 cm

c = 0.49 cm < hf = 5 cm

El eje neutro está en el ala y se analiza como viga rectangular.

Mr = 882.71 kg-m/m

Tramo 1 - 2372.77 kg-m/m = As As = ###882.71 kg-m/m 1.775 cm2/m

1 Ø = 3/8''A cada vigueta le corresponde (As/2.5) = 0.30 cm2 As = 0.71 cm2

B. Para Momentos Negativos:Mu = ###

5 cm fy = 4200 kg/cm2rec. = 3 cmØ = 3/8 ''f'c = 210 kg/cm2

12 cm bw = 10 cmh = 17 cmA Ø = 0.71 cm2

bw d = 13.52 cm

Asumir: a = 0.15d a = 2.03 cm

As = 1.23 cm2/m a = 2.89 cm

A cada vigueta le corresponde (As/2.5) = 0.49 cm2 1 Ø = 3/8''As = 0.71 cm2

Apoyo 1: 260.94 kg-m/m = As As = ###579.87 kg-m/m ###

A cada vigueta le corresponde (As/2.5) = 0.22 cm2 1 3/8 ''

a=A s∗f y

0 .85∗f c'∗b

Mr=φ∗As∗fy∗(d−a2 )

As=M u

0 .9∗f y∗( d−a /2 )a=

A s∗f y0 .85∗f c

'∗b

φ

As = 0.71 cm2

Apoyo 3 : 260.94 kg-m/m = As As = ###579.87 kg-m/m ###


C. Acero por temperatura: Astemp = 0.0018*b*hf

Ø = 1/4 '' AØ = 0.32 cm2

Astemp = 0.90 cm2 s = 35.56 cm

_ Usar: 1/4 '' @ 36 cm

D. Distribución del refuerzo:

0.53 m 0.88 m 0.88 m 0.53 m

1 3/8 '' . 1 Ø = 3/8'' 1 3/8 ''

1 Ø = 3/8'' 1 Ø = 3/8''

VERIFICACION POR CORTANTE

V1 V'' 2

V' 2 V 3

A. Determinación de los momentos nominales:


a = 1.92 cm Mr1 = 843.00 kg-m/m

φ

φ

φ φ φ

φφ

φ

F194


As/vig = 1 Ø = 3/8'' (Ao =1.27 cm2)Mr2 : As = 3.175 cm2

a = 7.47 cm Mr2 = 1174.76 kg-m/m


a = 4.18 cm Mr3 = 767.27 kg-m/m

B. Determinación del cortante:

V1 = 1114.08 kgV' 2 = 862.75 kgV'' 2 = 834.06 kgV 3 = 1142.77 kg

Corte que toma el Concreto:

Vc = 1038.68 kg NVc = 882.88 kgVerificar que ØVc > Vud : OK

φ

φ

Vi=Wui∗Li2

−(Mi+MjLi )

Vc=0 .53√ f ' c∗b∗d

F198


F202


albaÑileria - daniel sanchez andrade.xls

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