0 predimensionamiento antisismica.xlsx
TRANSCRIPT
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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))
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(.. - 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
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. .
6.27
28.13 18.24
R!"#M!$%#O$&M#!$'O "! O%& $!R(&"& &#!R&"O):
- n21 21.43 c
ara as uces: "&'O%:
n- "0 c
u; de osa ai
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R!"#M!$%#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!$'! 101.97 A
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R!"#M!$%#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
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6.27
22.00 c
%.00 c
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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
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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
(#(#!$"& 0
'!CO 0
0.00 T*? DATOS PARA MODI;ICAR COLO
C&R&:
CAR:A IA DEL NIEL PARAPREDIMENSIONAMIENTO
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S #%O% PISO
" PISO PISO 2 PISO
3 PISO
LONGITUD (m) N° DE VIGAS " PISO
5.80 4.00 8.14
PISO
PISO
6.00 4.00 8.42
4.00 3.00 2.34
4.20 3.00 2.46
4.00 3.00 2.34'&"O 'O'& 23.70 '$
AMARILLO<
!C#D#CO: 2.60 'n3
1
0.
70.44
70.44
=
>
CM PISO
23.%0 T*?
Peso(Tn)
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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*?