0 predimensionamiento antisismica.xlsx

8/15/2019 0 PREDIMENSIONAMIENTO ANTISISMICA.xlsx

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PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES EN LA E-030 (

TABLA

# db (cm) As (cm2) Peso (

2 0.64 0.32 0.2

3 0.95 0.71 0.5

" 1.27 1.29 0.9 1.59 2.00 1.5

$ 1.91 2.84 2.2

% 2.22 3.87 3.0

& 2.54 5.10 3.9

' 2.87 6.45 5.0

0 3.23 8.19 6.

3.58 10.06 7.9

" 4.30 14.52 11.

& 5.73 25.81 20.

1) COMO :

R* + R,

Resistencia Resistencia

de diseño requerida

2) R, ." CM / .% C

R* 1esse*c4 *om*45.

R!"#M!$%#O$&M#!$'O "! (#&:

C&M*#&R "&'O%: "&'O%:

+,- "20 M&

d

+/c- 2& M&

r 1

6!2 2."

b (!2 4 3!") de 6d6

&&$"O :

(.. (!2)7d &.% cm (3!")7d 28.13 c

(.%. (!2)7d 2.$ cm (3!")7d 18.24 c

CO$%#"!R&R M&OR "! &M*O% !$'O$C!% '!$!MO%:

(cm/(6!2))


2/15

(.. - 28.13 c (.. - 281.25

(.%. - 18.24 c (.%. - 182.43

&&$"O :

d 8 - 1 R!%'&"O:

1 $.2%d - erate e+ectio

(.. - 43.77

(.%. - 30.59

&&$"O d :

(#&% R#$C#&!% erate e+ectio)

R!%'&"O

d - n16 37.5 c n-

375.00 u; de

(#&% %!C$"&R#&% erate e+ectio)

d - n18.5 24.324 c n-

243.24 u; de i

&&$"O &s in)

coo:

&sin)-

(.. &sin)- 292.33

(.%. &sin)- 123.00

&&$"O ! $!(O

or o que:

-&sin) > +, 1

d

(.. &sin)- 292.33 2 (.. - 281.25 -

(.%. &sin)- 123.00 2 (.. - 182.43 -

R!"#M!$%#O$&M#!$'O "! & (#& R#$C#& R!"#M!$%#O$&M#!$'O "

37.50

0.22>?+/c>>d)+,

2

2

0.22>?+/c


3/15

. .

6.27

28.13 18.24

R!"#M!$%#O$&M#!$'O "! O%& $!R(&"& &#!R&"O):

- n21 21.43 c

ara as uces: "&'O%:

n- "0 c

u; de osa ai


4/15

R!"#M!$%#O$&M#!$'O "! COM$&%:

R&"#O "! #RO:

r - 0.30 > <

!$'O$C!% '!$!MO%:

C&M*#&R "&'O%:

"&'O%: "&'O%:

u - 3"03.&& $ u - 3"03.&&

+/c - 2& M& +/c - 2&0

u - $000 u - "0

1$- &RO@#M&"&M!$'! 101.97 A


5/15

R!"#M!$%#O$&M#!$'O "! & COM$& R!"#M!$%#O$&M#!$'

446.35 70.44

446.35 70.44

u - 1.4 > CM B 1.7 > C( C&R& &M#D#C&"O

C

P,CM

3

"C

P,CM

3

3 C P,CM

3.2

2C

P,CM

3.5

C 0.0

P,CM 23.%0

5.4

P,CM 0.00


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ANTISISMICA)

k!m)

50

60

9452

35

42

73

60

04

07

80

40

Enio)

mm


7/15


8/15

6.27

22.00 c

%.00 c


9/15

METRADO DE CAR:

PISO 2 PISO 3 PISO

(#&%

VIGAS b (m) h (m) b x h (m2) PESO ESPECIFICO TN/M3

(#&@1 0.30 0.45 0.14 2.60

(#&@2 0.30 0.45 0.14 2.60

(#&1 0.25 0.30 0.08 2.60

(#&2 0.25 0.30 0.08 2.60

(#&3 0.25 0.30 0.08 2.60 R!%

DATOS PARA MODI;ICAR COLO

0.30 0." m !%O !%

F


10/15

O "! & COM$&

c

C&R& (#(& !$ &

0.00 T*?

OC&C#O$ O %O C&R&

0.00 T*? &RC#(O 0

OD#C#$&% 0

&*OR&'OR#O 0

0.00 T*? &M&C!$ 0 '#!$"& 0

#M$&C#O% 0

0.00 T*? '!&'RO 0

C#$! 0

R!%'&R&$'!% 0

34.04 T*? &&% 0

(#(#!$"& 0

'!CO 0

0.00 T*? DATOS PARA MODI;ICAR COLO

C&R&:

CAR:A IA DEL NIEL PARAPREDIMENSIONAMIENTO


11/15


12/15


13/15


14/15

S #%O% PISO

" PISO PISO 2 PISO

3 PISO

LONGITUD (m) N° DE VIGAS " PISO

5.80 4.00 8.14

PISO

PISO

6.00 4.00 8.42

4.00 3.00 2.34

4.20 3.00 2.46

4.00 3.00 2.34'&"O 'O'& 23.70 '$

AMARILLO<

!C#D#CO: 2.60 'n3

1

0.

70.44

70.44

=

>

CM PISO

23.%0 T*?

Peso(Tn)


15/15

O%&

R!&R'#"&% 'n+2

.50 'n+2

PISO

.25 'n+2

.30 'n+2

.50 'n+2

.50 'n+2

.40 'n+2

.40 'n+2

.40 'n+2

.40 'n+2

.25 'n+2

.20 'n+2

.10 'n+3

AMARILLO<

5 0.50 'n+2

C PISO

0.0 T*?

0 predimensionamiento antisismica.xlsx

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