Diseño de Zapatas y Fuerzas Que Van Al Suelo

7/26/2019 Diseo de Zapatas y Fuerzas Que Van Al Suelo

1/20

Punto Pm Pv Psx Psy Mmx Mmy Mvx Mvy

1 5.32 2.26 0.29 0.15 -0.591 -0.759 -0.023 -0.044

2 9.62 3.32 7.02 8.29 -0.155 -0.08 -0.011 0.01

4 10.8 4.23 5.39 6.56 0.201 -0.107 0.109 -0.0535 2.55 1.13 0.18 0.24 0.224 -0.665 0.134 -0.002

6 11.56 4.65 5.35 2.37 -0.949 -3.354 -0.256 -0.935

7 16.55 6.96 4.69 3.43 -0.554 -0.486 -0.058 -0.15

8 9.89 3.34 7.55 9.54 -0.098 -0.339 0.03 -0.058

9 7.58 1.98 9.37 9.65 0.1 -0.238 0.013 -0.026

10 10.56 3.57 2.52 1.68 0.313 0.076 0.223 0.136

12 8.05 2.26 7.68 5.08 0.1 -0.204 0.028 -0.04513 11.29 5.14 4.96 2.04 -0.403 -0.556 -0.063 -0.215

14 10.94 4.09 8.6 9.34 0.194 0.013 0.069 0.06

15 9.83 3.23 6.15 6.9 -0.16 -0.063 -0.024 0.08

16 10.8 3.37 0.28 0.4 -0.785 -2.092 -0.248 -0.583

17 13.44 5.19 0.01 0.02 -0.307 -0.964 -0.087 -0.253

18 11.04 5.05 5.31 2.96 -0.319 -0.248 -0.027 -0.067

20 6.89 1.77 4.02 4 -0.169 0.04 -0.052 0.02121 11.27 3.79 0.18 0.07 -0.175 -0.73 -0.032 -0.151

22 12.5 3.92 5.97 7.04 0.005 0.06 0.002 -0.001

23 9.8 2.96 7.28 4.66 -0.046 0.216 0.01 0.051

24 11.44 3.89 6.88 9.15 -0.049 -0.137 0.042 0.041

25 13.92 4.66 7.05 8.47 -0.094 -0.086 -0.012 0.017

26 16 6.37 2.76 3.67 0.36 0.587 0.247 0.404

27 7.66 1.52 6.25 4.34 0.275 0.342 0.112 0.27428 10.84 3.08 0.47 0.58 -0.124 0.362 -0.016 0.264

29 11.27 3.3 10.15 8.05 -0.033 -0.191 0.009 0.009

30 16.64 8.17 6.72 4.45 -0.032 -0.816 -0.037 -0.251

31 17.47 5.21 0.26 0.22 0.349 5.418 0.257 3.888

32 9.84 2.5 0.86 1 0.152 0.351 0.107 0.247

33 8.53 2.52 6.87 3.65 -0.04 0.152 0.023 0.103

34 18.76 7.17 0.29 0.14 0.191 1.057 0.126 0.771

35 14.4 4.14 0.64 0.32 0.3 3.116 0.215 2.22

36 9.43 1.79 9.73 4.78 -0.061 0.31 -0.001 0.07

37 12.06 3.4 5 6.31 -0.099 0.016 0.015 0.083

38 6.83 1.18 4.39 4.03 0.142 0.307 0.038 0.246

39 9.26 2.65 1.28 0.93 0.378 0.43 0.23 0.338

40 7.78 1.2 7.96 5.85 -0.026 0.433 0.034 0.234

41 11.19 3.57 6.54 8.65 -0.026 0.204 0.06 0.113


2/20

Msx Msy

0.453 0.332

0.912 0.697

0.805 0.642

0.166 0.272

1.574 0.566

2.39 0.568

0.903 0.706

0.953 0.752

0.678 0.373

1.169 0.70.889 0.447

0.88 0.696

0.791 0.691

1.621 0.706

2.06 0.561

0.75 0.322

0.833 0.4680.739 0.572

1.114 0.705

1.082 0.609

0.969 0.569

0.984 0.565

0.668 0.359

0.819 0.382

0.827 0.7

0.96 0.688

0.724 0.457

2.945 0.66

0.684 0.503

0.708 0.456

1.627 0.655

1.653 0.559

0.881 0.408

0.902 0.587

2.149 0.473

0.485 0.209

0.836 0.409

0.942 0.483


3/20

DISEO DE ZAPATAS AISLADASProyectista Ing. Norbertt Luis Quispe Auccapuca.

Proyecto : I. !. 9 "e #icie$bre % &'"uo "e Au"itorio(

Solicitado : Ing. !r$es )ica"i.

Datos de columna Datos de carga

nudo fc b Area Pm P Ps! Psy "m! "my "! "y

*1 1 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 5.32 n 2.26 n 0.29 n 0.15 n -0.59 n -0.76 n -0.02 n -0.04 n

*2 2 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.62 n 3.32 n 7.02 n 8.29 n -0.16 n -0.08 n -0.01 n 0.01 n

*3 4 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 10.80 n 4.23 n 5.39 n 6.56 n 0.20 n -0.11 n 0.11 n -0.05 n

*4 5 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 2.55 n 1.13 n 0.18 n 0.24 n 0.22 n -0.67 n 0.13 n 0.00 n

*5 6 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.56 n 4.65 n 5.35 n 2.37 n -0.95 n -3.35 n -0.26 n -0.94 n

*6 7 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 16.55 n 6.96 n 4.69 n 3.43 n -0.55 n -0.49 n -0.06 n -0.15 n

*7 8 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.89 n 3.34 n 7.55 n 9.54 n -0.10 n -0.34 n 0.03 n -0.06 n

*8 9 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 7.58 n 1.98 n 9.37 n 9.65 n 0.10 n -0.24 n 0.01 n -0.03 n

*9 10 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 10.56 n 3.57 n 2.52 n 1.68 n 0.31 n 0.08 n 0.22 n 0.14 n

*10 12 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 8.05 n 2.26 n 7.68 n 5.08 n 0.10 n -0.20 n 0.03 n -0.05 n

*11 13 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.29 n 5.14 n 4.96 n 2.04 n -0.40 n -0.56 n -0.06 n -0.22 n

*12 14 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 10.94 n 4.09 n 8.60 n 9.34 n 0.19 n 0.01 n 0.07 n 0.06 n

*13 15 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.83 n 3.23 n 6.15 n 6.90 n -0.16 n -0.06 n -0.02 n 0.08 n

*14 16 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 10.80 n 3.37 n 0.28 n 0.40 n -0.79 n -2.09 n -0.25 n -0.58 n

*15 17 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 13.44 n 5.19 n 0.01 n 0.02 n -0.31 n -0.96 n -0.09 n -0.25 n

*16 18 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.04 n 5.05 n 5.31 n 2.96 n -0.32 n -0.25 n -0.03 n -0.07 n

*17 20 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 6.89 n 1.77 n 4.02 n 4.00 n -0.17 n 0.04 n -0.05 n 0.02 n

Descri#ci$n de

%a#ataa


4/20






Descri#ci$n de

%a#ataa

*18 21 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.27 n 3.79 n 0.18 n 0.07 n -0.18 n -0.73 n -0.03 n -0.15 n

*19 22 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 12.50 n 3.92 n 5.97 n 7.04 n 0.01 n 0.06 n 0.00 n 0.00 n

*20 23 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.80 n 2.96 n 7.28 n 4.66 n -0.05 n 0.22 n 0.01 n 0.05 n

*21 24 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.44 n 3.89 n 6.88 n 9.15 n -0.05 n -0.14 n 0.04 n 0.04 n

*22 25 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 13.92 n 4.66 n 7.05 n 8.47 n -0.09 n -0.09 n -0.01 n 0.02 n

*23 26 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 16.00 n 6.37 n 2.76 n 3.67 n 0.36 n 0.59 n 0.25 n 0.40 n

*24 27 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 7.66 n 1.52 n 6.25 n 4.34 n 0.28 n 0.34 n 0.11 n 0.27 n

*25 28 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 10.84 n 3.08 n 0.47 n 0.58 n -0.12 n 0.36 n -0.02 n 0.26 n

*26 29 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.27 n 3.30 n 10.15 n 8.05 n -0.03 n -0.19 n 0.01 n 0.01 n

*27 30 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 16.64 n 8.17 n 6.72 n 4.45 n -0.03 n -0.82 n -0.04 n -0.25 n

*28 31 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 17.47 n 5.21 n 0.26 n 0.22 n 0.35 n 5.42 n 0.26 n 3.89 n

*29 32 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.84 n 2.50 n 0.86 n 1.00 n 0.15 n 0.35 n 0.11 n 0.25 n

*30 33 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 8.53 n 2.52 n 6.87 n 3.65 n -0.04 n 0.15 n 0.02 n 0.10 n

*31 34 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 18.76 n 7.17 n 0.29 n 0.14 n 0.19 n 1.06 n 0.13 n 0.77 n

*32 35 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 14.40 n 4.14 n 0.64 n 0.32 n 0.30 n 3.12 n 0.22 n 2.22 n

*33 36 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.43 n 1.79 n 9.73 n 4.78 n -0.06 n 0.31 n 0.00 n 0.07 n

*34 37 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 12.06 n 3.40 n 5.00 n 6.31 n -0.10 n 0.02 n 0.02 n 0.08 n

*35 38 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 6.83 n 1.18 n 4.39 n 4.03 n 0.14 n 0.31 n 0.04 n 0.25 n


5/20






Descri#ci$n de

%a#ataa

*36 39 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 9.26 n 2.65 n 1.28 n 0.93 n 0.38 n 0.43 n 0.23 n 0.34 n

*37 40 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 7.78 n 1.20 n 7.96 n 5.85 n -0.03 n 0.43 n 0.03 n 0.23 n

*38 41 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.19 n 3.57 n 6.54 n 8.65 n -0.03 n 0.20 n 0.06 n 0.11 n

*39 42 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 3.60 n 0.81 n 4.96 n 1.93 n -0.06 n 0.33 n -0.01 n 0.15 n

*40 43 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 7.92 n 3.05 n 0.15 n 0.22 n 0.19 n 0.03 n 0.31 n 0.08 n

*41 47 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 2.91 n 0.64 n 5.19 n 6.75 n 0.11 n -0.03 n 0.03 n -0.01 n

*42 49 210 +g,c$2 25.00 c$ 40.00 c$ 1000.00 c$2 11.59 n 4.76 n 8.79 n 11.27 n -0.32 n 1.34 n 0.00 n 0.91 n


6/20

Datos de suelos &era erifi' (sin simo) *da erifi' (sismo en +)

"s! "sy resistencia P total Area ,erificaci$n

0.45 n 0.33 n 1.80 +g,c$2 7.58 n 0.49 $2 1.30 $ 1.30 $ 1.69 3.03 n,$2 o/ 0.84 n,$2 o/ 2.26 n,$2 o/

0.91 n 0.70 n 1.80 +g,c$2 12.94 n 0.84 $2 1.30 $ 1.30 $ 1.69 7.59 n,$2 o/ 7.40 n,$2 o/ 14.25 n,$2 o/

0.81 n 0.64 n 1.80 +g,c$2 15.03 n 0.97 $2 1.30 $ 1.30 $ 1.69 10.18 n,$2 o/ 9.75 n,$2 o/ 15.30 n,$2 o/

0.17 n 0.27 n 1.80 +g,c$2 3.68 n 0.24 $2 1.30 $ 1.30 $ 1.69 3.26 n,$2 o/ 1.44 n,$2 o/ 2.01 n,$2 o/

1.57 n 0.57 n 1.80 +g,c$2 16.21 n 1.05 $2 1.30 $ 1.30 $ 1.69 6.78 n,$2 o/ -4.93 n,$2 o/ 2.69 n,$2 o/

2.39 n 0.57 n 1.80 +g,c$2 23.51 n 1.52 $2 1.30 $ 1.30 $ 1.69 12.94 n,$2 o/ 11.20 n,$2 o/ 20.64 n,$2 o/

0.90 n 0.71 n 1.80 +g,c$2 13.23 n 0.86 $2 1.30 $ 1.30 $ 1.69 8.03 n,$2 o/ 6.95 n,$2 o/ 14.11 n,$2 o/

0.95 n 0.75 n 1.80 +g,c$2 9.56 n 0.62 $2 1.30 $ 1.30 $ 1.69 6.25 n,$2 o/ 5.53 n,$2 o/ 13.95 n,$2 o/

0.68 n 0.37 n 1.80 +g,c$2 14.13 n 0.92 $2 1.30 $ 1.30 $ 1.69 10.24 n,$2 o/ 10.82 n,$2 o/ 14.24 n,$2 o/

1.17 n 0.70 n 1.80 +g,c$2 10.31 n 0.67 $2 1.30 $ 1.30 $ 1.69 6.76 n,$2 o/ 6.08 n,$2 o/ 14.04 n,$2 o/

0.89 n 0.45 n 1.80 +g,c$2 16.43 n 1.06 $2 1.30 $ 1.30 $ 1.69 8.94 n,$2 o/ 6.83 n,$2 o/ 12.34 n,$2 o/

0.88 n 0.70 n 1.80 +g,c$2 15.03 n 0.97 $2 1.30 $ 1.30 $ 1.69 10.06 n,$2 o/ 10.26 n,$2 o/ 18.00 n,$2 o/

0.79 n 0.69 n 1.80 +g,c$2 13.06 n 0.85 $2 1.30 $ 1.30 $ 1.69 7.61 n,$2 o/ 7.66 n,$2 o/ 13.64 n,$2 o/

1.62 n 0.71 n 1.80 +g,c$2 14.17 n 0.92 $2 1.30 $ 1.30 $ 1.69 5.98 n,$2 o/ -1.32 n,$2 o/ 3.28 n,$2 o/

2.06 n 0.56 n 1.80 +g,c$2 18.63 n 1.21 $2 1.30 $ 1.30 $ 1.69 10.50 n,$2 o/ 7.18 n,$2 o/ 12.81 n,$2 o/

0.75 n 0.32 n 1.80 +g,c$2 16.09 n 1.04 $2 1.30 $ 1.30 $ 1.69 9.05 n,$2 o/ 8.19 n,$2 o/ 13.54 n,$2 o/

0.83 n 0.47 n 1.80 +g,c$2 8.66 n 0.56 $2 1.30 $ 1.30 $ 1.69 4.78 n,$2 o/ 4.94 n,$2 o/ 9.72 n,$2 o/

Areatentatia

L(lado mayor de

%a#ata)

-(lado mayorde %a#ata)

,erificamosmomentos en +

,erificaci$nbia!ial


7/20


"s! "sy resistencia P total Area ,erificaci$nArea

tentatia

L(lado mayor de

%a#ata)

-(lado mayorde %a#ata)


,erificaci$nbia!ial

0.74 n 0.57 n 1.80 +g,c$2 15.06 n 0.98 $2 1.30 $ 1.30 $ 1.69 8.79 n,$2 o/ 6.39 n,$2 o/ 8.52 n,$2 o/

1.11 n 0.71 n 1.80 +g,c$2 16.42 n 1.06 $2 1.30 $ 1.30 $ 1.69 10.22 n,$2 o/ 10.38 n,$2 o/ 17.13 n,$2 o/

1.08 n 0.61 n 1.80 +g,c$2 12.76 n 0.83 $2 1.30 $ 1.30 $ 1.69 7.83 n,$2 o/ 8.56 n,$2 o/ 16.04 n,$2 o/

0.97 n 0.57 n 1.80 +g,c$2 15.33 n 0.99 $2 1.30 $ 1.30 $ 1.69 9.51 n,$2 o/ 9.24 n,$2 o/ 16.16 n,$2 o/

0.98 n 0.57 n 1.80 +g,c$2 18.58 n 1.20 $2 1.30 $ 1.30 $ 1.69 11.25 n,$2 o/ 11.07 n,$2 o/ 18.13 n,$2 o/

0.67 n 0.36 n 1.80 +g,c$2 22.37 n 1.45 $2 1.30 $ 1.30 $ 1.69 15.56 n,$2 o/ 18.26 n,$2 o/ 21.80 n,$2 o/

0.82 n 0.38 n 1.80 +g,c$2 9.18 n 0.60 $2 1.30 $ 1.30 $ 1.69 6.76 n,$2 o/ 8.44 n,$2 o/ 14.56 n,$2 o/

0.83 n 0.70 n 1.80 +g,c$2 13.92 n 0.90 $2 1.30 $ 1.30 $ 1.69 8.27 n,$2 o/ 9.98 n,$2 o/ 12.53 n,$2 o/

0.96 n 0.69 n 1.80 +g,c$2 14.57 n 0.94 $2 1.30 $ 1.30 $ 1.69 8.99 n,$2 o/ 8.49 n,$2 o/ 17.42 n,$2 o/

0.72 n 0.46 n 1.80 +g,c$2 24.81 n 1.61 $2 1.30 $ 1.30 $ 1.69 15.23 n,$2 o/ 12.31 n,$2 o/ 18.46 n,$2 o/

2.95 n 0.66 n 1.80 +g,c$2 22.68 n 1.47 $2 1.30 $ 1.30 $ 1.69 15.75 n,$2 o/ 41.16 n,$2 error 49.37 n,$2 error

0.68 n 0.50 n 1.80 +g,c$2 12.34 n 0.80 $2 1.30 $ 1.30 $ 1.69 8.37 n,$2 o/ 10.01 n,$2 o/ 12.41 n,$2 o/

0.71 n 0.46 n 1.80 +g,c$2 11.05 n 0.72 $2 1.30 $ 1.30 $ 1.69 6.82 n,$2 o/ 7.52 n,$2 o/ 13.72 n,$2 o/

1.63 n 0.66 n 1.80 +g,c$2 25.93 n 1.68 $2 1.30 $ 1.30 $ 1.69 16.98 n,$2 o/ 21.97 n,$2 o/ 26.59 n,$2 error

1.65 n 0.56 n 1.80 +g,c$2 18.54 n 1.20 $2 1.30 $ 1.30 $ 1.69 12.93 n,$2 o/ 27.50 n,$2 error 32.41 n,$2 error

0.88 n 0.41 n 1.80 +g,c$2 11.22 n 0.73 $2 1.30 $ 1.30 $ 1.69 6.80 n,$2 o/ 7.84 n,$2 o/ 16.29 n,$2 o/

0.90 n 0.59 n 1.80 +g,c$2 15.46 n 1.00 $2 1.30 $ 1.30 $ 1.69 9.38 n,$2 o/ 9.65 n,$2 o/ 15.22 n,$2 o/

2.15 n 0.47 n 1.80 +g,c$2 8.01 n 0.52 $2 1.30 $ 1.30 $ 1.69 5.47 n,$2 o/ 6.98 n,$2 o/ 15.57 n,$2 o/


8/20


"s! "sy resistencia P total Area ,erificaci$nArea

tentatia

L(lado mayor de

%a#ata)

-(lado mayor

de %a#ata)


,erificaci$nbia!ial

0.49 n 0.21 n 1.80 +g,c$2 11.91 n 0.77 $2 1.30 $ 1.30 $ 1.69 9.06 n,$2 o/ 11.16 n,$2 o/ 13.28 n,$2 o/

0.84 n 0.41 n 1.80 +g,c$2 8.98 n 0.58 $2 1.30 $ 1.30 $ 1.69 5.60 n,$2 o/ 7.42 n,$2 o/ 14.65 n,$2 o/

0.94 n 0.48 n 1.80 +g,c$2 14.76 n 0.96 $2 1.30 $ 1.30 $ 1.69 9.26 n,$2 o/ 10.13 n,$2 o/ 16.76 n,$2 o/

0.80 n 0.53 n 1.80 +g,c$2 4.41 n 0.29 $2 1.30 $ 1.30 $ 1.69 2.55 n,$2 o/ 3.87 n,$2 o/ 9.15 n,$2 o/

0.37 n 0.35 n 1.80 +g,c$2 10.97 n 0.71 $2 1.30 $ 1.30 $ 1.69 8.17 n,$2 o/ 8.45 n,$2 o/ 9.54 n,$2 o/

0.45 n 0.43 n 1.80 +g,c$2 3.55 n 0.23 $2 1.30 $ 1.30 $ 1.69 2.59 n,$2 o/ 2.47 n,$2 o/ 6.93 n,$2 o/

0.72 n 0.62 n 1.80 +g,c$2 16.35 n 1.06 $2 1.30 $ 1.30 $ 1.69 9.28 n,$2 o/ 15.43 n,$2 o/ 22.85 n,$2 o/


9/20

.ra erifi' (sismo en /) Presiones 0ltimas con cargas mayoradas Por Pun%onamiento

,erificaci$n Sin sismo Sismo + Sismo / bo Ao

1.84 n,$2 o/ 1.63 n,$2 2.82 n,$2 2.30 n,$2 2.82 n,$2 50.00 c$ 3.30 $ 0.68 $2 2.86 n 291113.64 +g 263018.49 +g

14.45 n,$2 o/ 11.71 n,$2 17.81 n,$2 18.06 n,$2 18.06 n,$2 50.00 c$ 3.30 $ 0.68 $2 18.33 n 291113.64 +g 263018.49 +g

15.58 n,$2 o/ 15.46 n,$2 19.12 n,$2 19.47 n,$2 19.47 n,$2 50.00 c$ 3.30 $ 0.68 $2 19.76 n 291113.64 +g 263018.49 +g

2.33 n,$2 o/ 2.48 n,$2 2.51 n,$2 2.92 n,$2 2.92 n,$2 50.00 c$ 3.30 $ 0.68 $2 2.96 n 291113.64 +g 263018.49 +g

-1.91 n,$2 o/ -7.51 n,$2 3.36 n,$2 -2.39 n,$2 3.36 n,$2 50.00 c$ 3.30 $ 0.68 $2 3.41 n 291113.64 +g 263018.49 +g

14.88 n,$2 o/ 17.92 n,$2 25.80 n,$2 18.60 n,$2 25.80 n,$2 50.00 c$ 3.30 $ 0.68 $2 26.19 n 291113.64 +g 263018.49 +g

14.81 n,$2 o/ 11.02 n,$2 17.63 n,$2 18.51 n,$2 18.51 n,$2 50.00 c$ 3.30 $ 0.68 $2 18.78 n 291113.64 +g 263018.49 +g

13.58 n,$2 o/ 8.65 n,$2 17.44 n,$2 16.97 n,$2 17.44 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.70 n 291113.64 +g 263018.49 +g

12.88 n,$2 o/ 17.19 n,$2 17.80 n,$2 16.11 n,$2 17.80 n,$2 50.00 c$ 3.30 $ 0.68 $2 18.07 n 291113.64 +g 263018.49 +g

11.14 n,$2 o/ 9.52 n,$2 17.55 n,$2 13.93 n,$2 17.55 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.81 n 291113.64 +g 263018.49 +g

9.32 n,$2 o/ 10.97 n,$2 15.42 n,$2 11.65 n,$2 15.42 n,$2 50.00 c$ 3.30 $ 0.68 $2 15.66 n 291113.64 +g 263018.49 +g

17.96 n,$2 o/ 16.25 n,$2 22.50 n,$2 22.45 n,$2 22.50 n,$2 50.00 c$ 3.30 $ 0.68 $2 22.84 n 291113.64 +g 263018.49 +g

13.83 n,$2 o/ 12.14 n,$2 17.05 n,$2 17.29 n,$2 17.29 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.55 n 291113.64 +g 263018.49 +g

0.85 n,$2 o/ -2.04 n,$2 4.10 n,$2 1.07 n,$2 4.10 n,$2 50.00 c$ 3.30 $ 0.68 $2 4.16 n 291113.64 +g 263018.49 +g

8.72 n,$2 o/ 11.45 n,$2 16.01 n,$2 10.90 n,$2 16.01 n,$2 50.00 c$ 3.30 $ 0.68 $2 16.25 n 291113.64 +g 263018.49 +g

10.91 n,$2 o/ 13.15 n,$2 16.92 n,$2 13.64 n,$2 16.92 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.18 n 291113.64 +g 263018.49 +g

8.71 n,$2 o/ 7.72 n,$2 12.15 n,$2 10.88 n,$2 12.15 n,$2 50.00 c$ 3.30 $ 0.68 $2 12.33 n 291113.64 +g 263018.49 +g

Presi$n dedise1o

d(#eral' Efect'),u (cortante de

dise1o #or#un%onamiento)

,c(cortante resistente#or #un%onamiento)

,c(cortanteresistente #or

#un%onamiento)


10/20


,erificaci$n Sin sismo Sismo + Sismo / bo AoPresi$n de

dise1od(#eral' Efect')

,u (cortante dedise1o #or

#un%onamiento)



#un%onamiento)

7.99 n,$2 o/ 10.13 n,$2 10.64 n,$2 9.99 n,$2 10.64 n,$2 50.00 c$ 3.30 $ 0.68 $2 10.80 n 291113.64 +g 263018.49 +g

16.68 n,$2 o/ 16.30 n,$2 21.42 n,$2 20.85 n,$2 21.42 n,$2 50.00 c$ 3.30 $ 0.68 $2 21.74 n 291113.64 +g 263018.49 +g

13.12 n,$2 o/ 13.44 n,$2 20.05 n,$2 16.40 n,$2 20.05 n,$2 50.00 c$ 3.30 $ 0.68 $2 20.35 n 291113.64 +g 263018.49 +g

16.48 n,$2 o/ 14.66 n,$2 20.21 n,$2 20.60 n,$2 20.60 n,$2 50.00 c$ 3.30 $ 0.68 $2 20.91 n 291113.64 +g 263018.49 +g

17.87 n,$2 o/ 17.47 n,$2 22.67 n,$2 22.34 n,$2 22.67 n,$2 50.00 c$ 3.30 $ 0.68 $2 23.01 n 291113.64 +g 263018.49 +g

21.52 n,$2 o/ 29.11 n,$2 27.25 n,$2 26.90 n,$2 29.11 n,$2 50.00 c$ 3.30 $ 0.68 $2 29.55 n 291113.64 +g 263018.49 +g

12.18 n,$2 o/ 13.26 n,$2 18.20 n,$2 15.23 n,$2 18.20 n,$2 50.00 c$ 3.30 $ 0.68 $2 18.48 n 291113.64 +g 263018.49 +g

12.25 n,$2 o/ 15.74 n,$2 15.66 n,$2 15.31 n,$2 15.74 n,$2 50.00 c$ 3.30 $ 0.68 $2 15.98 n 291113.64 +g 263018.49 +g

15.37 n,$2 o/ 13.36 n,$2 21.77 n,$2 19.21 n,$2 21.77 n,$2 50.00 c$ 3.30 $ 0.68 $2 22.10 n 291113.64 +g 263018.49 +g

16.32 n,$2 o/ 19.75 n,$2 23.08 n,$2 20.41 n,$2 23.08 n,$2 50.00 c$ 3.30 $ 0.68 $2 23.43 n 291113.64 +g 263018.49 +g

43.10 n,$2 error 66.11 n,$2 61.71 n,$2 53.87 n,$2 66.11 n,$2 50.00 c$ 3.30 $ 0.68 $2 67.10 n 291113.64 +g 263018.49 +g

12.00 n,$2 o/ 15.77 n,$2 15.51 n,$2 15.00 n,$2 15.77 n,$2 50.00 c$ 3.30 $ 0.68 $2 16.00 n 291113.64 +g 263018.49 +g

11.03 n,$2 o/ 11.85 n,$2 17.15 n,$2 13.79 n,$2 17.15 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.40 n 291113.64 +g 263018.49 +g

23.84 n,$2 o/ 35.02 n,$2 33.24 n,$2 29.81 n,$2 35.02 n,$2 50.00 c$ 3.30 $ 0.68 $2 35.55 n 291113.64 +g 263018.49 +g

29.22 n,$2 error 44.01 n,$2 40.51 n,$2 36.53 n,$2 44.01 n,$2 50.00 c$ 3.30 $ 0.68 $2 44.67 n 291113.64 +g 263018.49 +g

11.92 n,$2 o/ 12.15 n,$2 20.36 n,$2 14.90 n,$2 20.36 n,$2 50.00 c$ 3.30 $ 0.68 $2 20.67 n 291113.64 +g 263018.49 +g

15.17 n,$2 o/ 15.18 n,$2 19.02 n,$2 18.96 n,$2 19.02 n,$2 50.00 c$ 3.30 $ 0.68 $2 19.31 n 291113.64 +g 263018.49 +g

10.77 n,$2 o/ 10.92 n,$2 19.47 n,$2 13.47 n,$2 19.47 n,$2 50.00 c$ 3.30 $ 0.68 $2 19.76 n 291113.64 +g 263018.49 +g


11/20


,erificaci$n Sin sismo Sismo + Sismo / bo AoPresi$n de

dise1od(#eral' Efect')

,u (cortante dedise1o #or

#un%onamiento)



#un%onamiento)

12.31 n,$2 o/ 17.70 n,$2 16.60 n,$2 15.38 n,$2 17.70 n,$2 50.00 c$ 3.30 $ 0.68 $2 17.96 n 291113.64 +g 263018.49 +g

12.17 n,$2 o/ 11.58 n,$2 18.31 n,$2 15.22 n,$2 18.31 n,$2 50.00 c$ 3.30 $ 0.68 $2 18.59 n 291113.64 +g 263018.49 +g

16.82 n,$2 o/ 16.00 n,$2 20.96 n,$2 21.03 n,$2 21.03 n,$2 50.00 c$ 3.30 $ 0.68 $2 21.34 n 291113.64 +g 263018.49 +g

6.51 n,$2 o/ 6.07 n,$2 11.43 n,$2 8.13 n,$2 11.43 n,$2 50.00 c$ 3.30 $ 0.68 $2 11.61 n 291113.64 +g 263018.49 +g

9.54 n,$2 o/ 13.56 n,$2 11.93 n,$2 11.92 n,$2 13.56 n,$2 50.00 c$ 3.30 $ 0.68 $2 13.76 n 291113.64 +g 263018.49 +g

7.82 n,$2 o/ 3.84 n,$2 8.67 n,$2 9.78 n,$2 9.78 n,$2 50.00 c$ 3.30 $ 0.68 $2 9.92 n 291113.64 +g 263018.49 +g

24.12 n,$2 o/ 24.77 n,$2 28.56 n,$2 30.15 n,$2 30.15 n,$2 50.00 c$ 3.30 $ 0.68 $2 30.60 n 291113.64 +g 263018.49 +g


12/20

Por 2ortante

erificaci$n erificaci$n "u cuant3a As As min As final

263018.49 +g 223.57 n o/ -0.18 n 49922.79 +g 42.43 n o/ 0.37 n-$ 0.001 0.00003 0.20 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.17 n 49922.79 +g 42.43 n o/ 2.38 n-$ 0.004 0.00019 1.26 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.27 n 49922.79 +g 42.43 n o/ 2.56 n-$ 0.004 0.00021 1.36 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -0.19 n 49922.79 +g 42.43 n o/ 0.38 n-$ 0.001 0.00003 0.20 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -0.22 n 49922.79 +g 42.43 n o/ 0.44 n-$ 0.001 0.00004 0.23 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.68 n 49922.79 +g 42.43 n o/ 3.40 n-$ 0.006 0.00028 1.80 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.20 n 49922.79 +g 42.43 n o/ 2.44 n-$ 0.004 0.00020 1.29 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.13 n 49922.79 +g 42.43 n o/ 2.30 n-$ 0.004 0.00019 1.22 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.16 n 49922.79 +g 42.43 n o/ 2.34 n-$ 0.004 0.00019 1.24 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.14 n 49922.79 +g 42.43 n o/ 2.31 n-$ 0.004 0.00019 1.22 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.00 n 49922.79 +g 42.43 n o/ 2.03 n-$ 0.003 0.00017 1.08 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.46 n 49922.79 +g 42.43 n o/ 2.96 n-$ 0.005 0.00024 1.57 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.12 n 49922.79 +g 42.43 n o/ 2.28 n-$ 0.004 0.00019 1.21 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -0.27 n 49922.79 +g 42.43 n o/ 0.54 n-$ 0.001 0.00004 0.29 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.04 n 49922.79 +g 42.43 n o/ 2.11 n-$ 0.003 0.00017 1.12 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -1.10 n 49922.79 +g 42.43 n o/ 2.23 n-$ 0.004 0.00018 1.18 c$2 11.70 c$2 11.70 c$2

263018.49 +g 223.57 n o/ -0.79 n 49922.79 +g 42.43 n o/ 1.60 n-$ 0.003 0.00013 0.85 c$2 11.70 c$2 11.70 c$2

,c4(5'6.7&'&8-c)'rai%(fc9*)'bo'd4&'&'rai%(f

c9*)'bo'd,c ,u(2ortante de dise1o) ,c (cortante

resistente) ,c ;

(anc


13/20

Por 2ortante

erificaci$n erificaci$n "u cuant3a As As min As final,c4(5'6.7&'&8-c)'rai%(f

c9*)'bo'd4&'&'rai%(fc9*)'bo'd

,c ,u(2ortante de dise1o) ,c (cortanteresistente)

,c ;(anc


14/20

Por 2ortante

erificaci$n erificaci$n "u cuant3a As As min As final,c4(5'6.7&'&8-c)'rai%(f

c9*)'bo'd4&'&'rai%(fc9*)'bo'd

,c ,u(2ortante de dise1o) ,c (cortanteresistente)

,c ;(anc


15/20

L

Por =le!i$n

& #osibilidad * #osibilidad . #osibilidad "u cuant3a As As min As final & #osibilidad

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 0.51 n-$ 0.001 0.00004 0.27 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.24 n-$ 0.005 0.00026 1.72 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.49 n-$ 0.006 0.00028 1.85 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 0.52 n-$ 0.001 0.00004 0.28 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 0.60 n-$ 0.001 0.00005 0.32 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 4.62 n-$ 0.008 0.00038 2.46 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.32 n-$ 0.005 0.00027 1.76 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.12 n-$ 0.005 0.00026 1.66 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.19 n-$ 0.005 0.00026 1.69 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.14 n-$ 0.005 0.00026 1.67 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 2.76 n-$ 0.005 0.00023 1.47 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 4.03 n-$ 0.007 0.00033 2.14 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.10 n-$ 0.005 0.00025 1.64 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 0.73 n-$ 0.001 0.00006 0.39 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 2.87 n-$ 0.005 0.00023 1.52 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 3.03 n-$ 0.005 0.00025 1.61 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

17 3,8 7 c$ 10 1,2 12 c$ 7 5,8 17 c$ 2.18 n-$ 0.004 0.00018 1.15 c$2 11.70 c$2 11.70 c$2 17 3,8 7 c$

;(anc


16/20

L

Por =le!i$n

& #osibilidad * #osibilidad . #osibilidad "u cuant3a As As min As final & #osibilidad;(anc


17/20

L

Por =le!i$n

& #osibilidad * #osibilidad . #osibilidad "u cuant3a As As min As final & #osibilidad;(anc


18/20

* #osibilidad

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$


19/20

* #osibilidad

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$


20/20

* #osibilidad

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

10 1,2 12 c$

Documents

Diseño de Zapatas y Fuerzas Que Van Al Suelo