DISEÑO DE VIGAS DE UN TRAMO SIMPLEMENTE SIMPLEMENT E APOY APOYADA ADA METODO DE LOS COEFICIENTES
[email protected]
PROYECTO
: FACHADA - CASA HABITACION
VIGA ESTRUCT Nº
:
PROPIETARIO : SRA DE TAVARA
Ubic
:
UBICACI"N
FECHA
: SULLANA - PIURA
ING& CALCULIST : I'( Ci)i*
PEÑA VINCES HERNAN
E!E E!
V - 102 1
:
-
1
A#$-201%
CIP :
118028
5.50
0 % +
EJE
1
0 % +
0 2 . 3 T / A
t
t b
VIGA EN ANALISIS
b
1
EJE
1.-
DATOS DE ENTRADA PARA EL DISEÑO "AGAS
- &,*,t&'!*# %& "'!&t(f !) - u&'!*# %& A!& (f9) <*&',*'#*&'t %& # !u'# - E,&, %& # ,# A*4&#%# - &!ub**&'t %& # V*4# -
= = t
210 4/!² :;200 4/!² = 0.30
-
6&, %& T#b*7u&*# 6&, %& 6*,/T&% 6&, %& !*&#,
= = =
0.12 0.10 0.05
t/² t/² t/²
b = =
= 0.30 0.20 2.50 !
-
6&, L,#/#*4&#%# 6&, %& V*4# Sb& "#4#
= = =
0.30 2.:0 0.25
t/² t/> t/²
TI6?
=
5
(<& #!u&% # # N# E= 020)
5
2.-
6E
Atu# %& # V*4#
$
$
5.50 12.00
=
-
b
=
=
L
$ $
C
L
T* %& E,t.
=
bD = 0.25
Lu@ %& t# #9 %& # *4# &' #'#*,*,
0.:B
b
T#,
0.25
$
=
0.50
/D
:.-
5.-
Wu =
1.:
2.18
/3
++2
+
1.
0.80
=
Mu
=
M3
:.:2
t/
t/
"AL"UL?
=
0,0
Wu
(Mu)
L²
8 :.:2
30.25 8
1%40
=
1B.0
"AL"UL?
u
=
Mu b %²
=
210
4/!²
=
:;200
4/!²
u =
25.21
f! = 6## =
u
f9
=
1B.0 30
ρ
10 2;20O
=
=
25.21
.!"
ρma+
"u#'t*# M#*#
ρb
0.5
*
=
0.015O
E't'!&,
ρ
0.008:
F
ρmin
0.0033
OK CUMPLE
ρ
0.008:
R
ρma+
0.015O
OK CUMPLE
ρ
0.008:
R
ρb
0.0213
V, $/012341$D(3a%%a Ducti%)
OK CUMPLE V&*f*!#!*P' %& # Q#,& %& # V*4# b D' =
b
0.25
0.25
R
0.30
V&*f*!#!*P' %& # ,&##!*P' %& # !#'t*%#% %& b##, S
S
=
S
=
2.5 b
b=
30
=
B.03
!
! -
(2)
-
N %& Q##,
N %& Q##, 30
OK CUMPLE
b#,& %& V*4#
-
5 B
-
B
1
H
1
1.5O
F
2.5
OK CUMPLE
: : : :
T* %& E,t.
S/"
1 2 3 : 5
0.25
T* %& E,t.
L/
8.00 O.00 10.00 11.00 12.00
R
1.00 0.5 0.50 0.30 0.25
1 2 3 : 5
1.00 0.5 0.50 0.30 0.25
R F
R F
R F 30.1B 5
"AL"UL?
V#
S L%/:;8%b;30 !
S%/2 B0 !
S L%/:;8%b;30 !
% 5 ! P S/2
5 ! P S/2
2%
2%
'# %& !'f*'#*&'t
'# %& !'f*'#*&'t
Espaciamient !e" Re#$e%& t%ans'e%sa" pata e"ements Sism%esistentes en #"e(i)n
-
'# %& "'f*'#*&'t !
=
2
NTP
%
=
JK JK
H H
2
1
=
3/8 1/2
1
## ##
! H H
H H
A,u*%
0.1 X 0.05
3/: 3/:
JK H
3/8
6
1 Y 0.05
6
5
0
Y 0.10 t 7 Y 0.25 0.10
8E' c9$9;<
1
1 ..0 B
1 = *.+5 ?@ ,
.,
1 =
1
+- /
*
0.05 1
5 0.*0 Rt
0.25 c-e
>
2 =
.,
?@ ,
+- /
., >
*.+5 * 0.05 1
5
0.*0
Rt
0.25 c-e
C;*;c$ 2 = 12> C;'i'i9'; 9 Vi(
0.50
020
ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ
0.35
0.35 2 =
.,
1 =
., >
2 =
.,
' '# .20
0.+0
0.+0
0.0
1 = ., 2 = ., % = ., > , > ?@ = 1 00. . 010 R; 02. c9
.
1 = 2 =
VIGA 1
-
1
ESPECIFICACIONES T4CNICAS
'!& ! = 210 [4/!2 !& ! = :;200 [4/!2 &!u &' = 2.50 ! ,&, & # ,# # 4&# # = 0.20 ! = 250 4 & !#4#
., .,
0. 69&!t
SECCION
1
1
FACHADA - CASA HABITACION
HP &!$# ,ngeniero Civi%
A-201B
I'4\ &,
I'4 "**
6EA VIN"ES ]ENAN
