7/13/2019 Sa NCh433 y DS 61 (Buena)

1/27

Columna

Largo 300 [cm] Inercia 520833.333

h 50 [cm]

b 50 [cm]

E 230000 [Kgf/cm^2]

Area 2500[cm^2]

Muro

Largo 400 [cm]

alto 300 [cm]

espesor 30 [cm]

Area 12000[cm^2]

G 92000[Kgf/cm^2]

Rigidez 12EI/L^3

Rigidez GA/H

7/13/2019 Sa NCh433 y DS 61 (Buena)

2/27

[cm^4]

10648.1481

21296.2963

736000

378648.148

5324.1 [tonf/m]

368000 [tonf/m]

7/13/2019 Sa NCh433 y DS 61 (Buena)

3/27

Prof Vs d

1.64 140 1.64

2.96 145 1.32

4.45 255 1.49

6.08 301 1.637.49 301 1.41

9.07 291 1.58

10.58 288 1.51

12.01 382 1.43

13.49 452 1.48

15.23 266 1.74

16.58 291 1.35

18.13 298 1.55

19.36 700 1.23

21.09 700 1.73

22.33 700 1.2424.5 700 2.17

25 700 0.5

26 700 1

27 700 1

28 700 1

29 700 1

30 700 1

7/13/2019 Sa NCh433 y DS 61 (Buena)

4/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

5/27

di/Vs di total Vs total d N d di/N

0.01171429 30 341.724751 1.64 23 1.64 0.07130435

0.00910345 di/Vs total 2.96 21 1.32 0.06285714

0.00584314 0.08778995 4.45 37 1.49 0.04027027

0.00541528 6.08 49 1.63 0.033265310.00468439 7.49 46 1.41 0.03065217

0.00542955 9.07 41 1.58 0.03853659

0.00524306 10.58 38 1.51 0.03973684

0.00374346 12.01 65 1.43 0.022

0.00327434 13.49 88 1.48 0.01681818

0.00654135 15.23 29 1.74 0.06

0.00463918 16.58 34 1.35 0.03970588

0.00520134 18.13 34 1.55 0.04558824

0.00175714

0.00247143

0.001771430.0031

0.00071429

0.00142857

0.00142857

0.00142857

0.00142857

0.00142857

SPT

7/13/2019 Sa NCh433 y DS 61 (Buena)

6/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

7/27

hi total NSPT

18.13 36.2067784

hi/N

0.50073497

7/13/2019 Sa NCh433 y DS 61 (Buena)

8/27

DS61

Tn To p alpha A0 S R

0.34381 0.4 1.6 2.771888 392.4 1.05 7

0.12216 0.4 1.6 1.628156 392.4 1.05 7

0.0839 0.4 1.6 1.357445 392.4 1.05 7

0.04647 0.4 1.6 1.141888 392.4 1.05 7

0.01825 0.4 1.6 1.032108 392.4 1.05 7

S T0 (s) T' (s) n p

0.90 0.15 0.20 1.00 2.00

1.00 0.30 0.35 1.33 1.50

1.05 0.40 0.45 1.40 1.60

1.20 0.75 0.85 1.80 1.00

1.30 1.20 1.35 1.80 1.00

* * * * *

0.35531253

DS117

A0 Z AA Ta Tb Tn Sae

392.4 1 1099 0 0.2 0.3442 NO

392.4 1 1099 0 0.2 0.1222 824.1326

392.4 1 1099 0 0.2 0.084 689.172

392.4 1 1099 0 0.2 0.0464 556.3312

392.4 1 1099 0 0.2 0.0183 457.0539

Tn To A0 R0 R* I Sae(cm/s2)

0.3442 0.4 392.4 11 1.852338 1 1031

C

D

E

F

Tipo de suelo

A

B

Tabla 6.3 - Valor de los parmetros que dependen del tipo de suelo

Tabla 6.1 - Valor Coeficiente I

Categoria

IV 1.2

I

I

II

III

0.6

1

1.2

Zona Sismica

1

2

Interpolacion zona Ta --> Tb

3

7/13/2019 Sa NCh433 y DS 61 (Buena)

9/27

0.1222 0.4 392.4 11 1.852338 1 824.1326

0.0840 0.4 392.4 11 1.852338 1 689.172

0.0464 0.4 392.4 11 1.852338 1 556.3312

0.0183 0.4 392.4 11 1.852338 1 457.0539

7/13/2019 Sa NCh433 y DS 61 (Buena)

10/27

R0 R* I Sa (g) Corte basal calculado

11 5.825034 1 0.1999

11 5.825034 1 0.1174 Peso del edificio

11 5.825034 1 0.0979 Cmin

11 5.825034 1 0.0823 Corte minimo

11 5.825034 1 0.0744 Corte maximo

Cmax (segn tabla)

S 1.2

A0 0.4

Corte basal calculado

Peso del edificio

Cmin

Cmax

Sa (%g)

0.56737388

6

7

34

5.5

Tabla 6.4 -

R

2

A0 / g

0.2

0.3

Tabla 6.2 - Zona Sismica

0.4

Z

0.5

0.75

1

7/13/2019 Sa NCh433 y DS 61 (Buena)

11/27

0.45353183

0.3792611

0.30615693

0.25152323

7/13/2019 Sa NCh433 y DS 61 (Buena)

12/27

40.13SI cumple con el minimo

340 [tonf]

7/13/2019 Sa NCh433 y DS 61 (Buena)

13/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

14/27

Tn 0.3438 [s] Sde 7.62

2.771888 u 9.91

A0 392.4 [cm/s^2]

Cd* 1.04

Tag 0.515715 [s]

Tipo de Suelo

Tn 0.3442 [s] Sde 5.46[cm]

Tag 0.5163 [s] u 7.09[cm]

Sae 808 [cm/s^2]

7/13/2019 Sa NCh433 y DS 61 (Buena)

15/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

16/27

[cm]

[cm] DS 61

tomar el pe

1

2

------- 0.52 0.23 3

0.23 0.52 2.52

2.52 0.52 5

------- 0.52 0.47

0.47 0.52 2.02 si Q_0 > Q_min

2.02 0.52 5 si Q_0 < Q_min

------- 0.52 0.65

0.65 0.52 2.02

2.02 0.52 5

0.52 0.9

0.9 0.52 1.75

1.75 0.52 5

DS 117

tomar el pe

1

2

Desplazamiento de techo maximo esperado

Cd* Rango Periodos

1.00

1.09

2.80

1.00

1.04

3.35

1.00

0.92

2.52

1.00

0.57

1.93

7/13/2019 Sa NCh433 y DS 61 (Buena)

17/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

18/27

or de los siguientes casos

1.5 cm

h nivel 3 [m]

0.002*h 0.006 [m]

0.6 [cm]

corte basal 40.13 piso desplazamiento [m] limite

Cmin 23.8 1 0.013125 0.050969 [m] 5.096905

R1 5.825034 2 0.016861 0.065477 [m] 6.547727

3 0.013561 0.052662 [m] 5.266219

R1 = R* (Q_0/Q_min) 4 0.008899 0.034558 [m] 3.455799

R1 = R* 5 0.00005 0.000194 [m] 0.019417

or de los siguientes casos

5 cm

piso Sae T Desp

1 1031 0.3442 3.094003 [cm]

2 824.1326 0.1222 0.311731 [cm]

3 689.172 0.084 0.123176 [cm]

Distancias al eje medianero

Distancias al eje medianero

7/13/2019 Sa NCh433 y DS 61 (Buena)

19/27

4 556.3312 0.0464 0.03034 [cm]

5 457.0539 0.0183 0.003877 [cm]

Desp =

7/13/2019 Sa NCh433 y DS 61 (Buena)

20/27

[cm]

[cm]

[cm]

[cm]

[cm]

7/13/2019 Sa NCh433 y DS 61 (Buena)

21/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

22/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

23/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

24/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

25/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

26/27

7/13/2019 Sa NCh433 y DS 61 (Buena)

27/27

T1 0.34381 Qbasal1 38.16

T2 0.04647 Qbasal2 12.373

r11 1

r12 7.39853669r21 0.13516186

r22 1

ro_11 1

ro_12 0.00116842

ro_21 0.00116842

ro_22 1