Acero de Refuerzo

7:44:42 a.m.

1

7:44:43

2

1Mpa0.0980665Kgf/cm2

f´c= f y= f  cm 7:44:43

210 4200 3/8" 16.01

Kgf/cm2 Kgf/cm2 1/2" 21.35

5/8" 26.68

3/4" 32.02

1" 42.69 3

DETALLES DETALLES DE LA ARMADURA ARMADURA DOBLECES Ø=3/4” db = 1.905cm 22.86 cm 11.43 cm

L=28.58 cm 7:44:43 a.m.

4

DOBLECES

7:44:43 a.m.

5

DETALLE DE DOBLECES DEL  ACERO EN ESTRIBOS

DETALLE DE DOBLECES DEL  ACERO DE REFUERZO

7:44:43 a.m.

6

RECUBRIMIENTOS

7:44:43 a.m.

7

DETALLES DE LAS ARMADURAS

7:44:43 a.m.

8

DETALLES DE LAS ARMADURAS

7:44:43 a.m.

9

DETALLES DE LAS ARMADURAS

7:44:43 a.m.

10

DETALLES DE LAS ARMADURAS

7:44:43 a.m.

11

SISMO

http://www.youtube.com/watch?v=yA KhHVYcFwA 7:44:43

12

7:44:46

13

http://www.youtube.com/watch?v=PFa8yM2uxSg http://www.youtube.com/watch?v=ud2gqku_MuM http://www.youtube.com/watch?v=3z4YLUqOysI http://www.youtube.com/watch?v=-N_Q6Q-3o7M

7:44:46

14

7:44:46

15

FUERZA SISMICA

ESPECTRO     ) 6    2    s     / 5    m     ( 4    a    S    N3    O    I 2    C    A    R1    E    L    E 0    C    A

0

1

2

3

4

5

6

PERIODO T (Seg)

7:44:43 a.m.

16

7:44:46

17

IDEALIZACION DEL MODELO ESTRUCTURAL Y DISTRIBUCION EN PLANTA 7:44:46 a.m.

18

7:44:46 a.m.

Story STORY6 STORY5 STORY4 STORY3 STORY2 STORY1

Hi 3 3 3 3 3 4

Story STORY6 STORY5 STORY4 STORY3 STORY2

Hi 3 3 3 3 3

DESPLAZAMIENTO - DISTORSION DIRECCION XX UX 0.75xRxUX dx dx/Hi 0.0444 0.2331 0.044625 0.014875 0.0359 0.188475 0.0462 0.0154 0.0271 0.142275 0.04515 0.01505 0.0185 0.097125 0.041475 0.013825 0.0106 0.05565 0.033075 0.011025 0.0043 0.022575 0.022575 0.00564375 DESPLAZAMIENTO - DISTORSION DIRECCION YY UY 0.75xRxUY dy dy/Hi 0.0303 0.159075 0.029925 0.009975 0.0246 0.12915 0.0315 0.0105 0.0186 0.09765 0.030975 0.010325 0.0127 0.066675 0.027825 0.009275 0.0074 0.03885 0.0231 0.0077