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DIMENSIONAMEMIENTO DE EDIFICO DE 6 NIVE
NOMBRE: BRANDO CAPDEVILA SALAZAR
L1=6 L2=8 L3=7
NACIMIENTO: OXAPAMPA
N° ORDEN: 7USO DE EDIFICACION: HOTEL
s/c= 200Kg/c2
DATOS PARA EL ANALISIS SISMICO
s!"#$ #s"%&c"&%$' %#g&'$%
()*$:+(, ()*$ - 0.-0
F$c. # Us): +U, C .00
T!1) # S'): S- .0 Tp
C)#3. R#&cc!)*: R D&$' 7.00
Period. !"#d$%: &C'( CT2 -4.00
$'"&%$ #* #"%)s +5, ) 6.0
0.- No Co#*ider$r !$
C= 2.400 !$
C/R= 0.-47
T1 0.0
Z+CS,R=
M$s$ +T*, P&-(= /086183.000
V&T#(= 762.27(UCS/R= 0.4
V&-(= 76227.4
M1&-(= 22-.0 5= -.6
M2&-(= 000.0 52= 2.
M3&-(= 0-6.60 5-= 2.6
M&-(= 0-6.60 5= 2.6
T=5/C T
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M/&-(= 6267.20 54= 2.6
M6&-(= 47742.60 56= 2.6
406-
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LES
Coe4ie#'e de5 periodo !"#d$%e#'$5 &0.0
CT1
CT2
CT30.00
0.1/0
H! 5!8P! F!+T*, V!+T*,
-.6 --2-26.0 40. 762.-
6.4 4-40.64 .7 72.0
. 22-2.-6 24.0 622.2
.7 999 60.- 7.0-
P$r$ edi4io* 4"o* e5e%e#'o* re*i*'e#'e* e# 5$ dir4o#*ider$d$ *e$# #i4$%e#'e pr'i4o*
$r$ e 4 o* e 4o#4re o $r%$ o 4"o* e e%e# o**i*%orre*i*'e#'e* *e$# pr'i4oi* 5$* 4$9$* de $*4ee*4$5er$*
P$r$ e*'r"4'"r$* de %$%po*'er$ p$r$ 'odo* 5o* e4o#4re'o $r%$do 4"o* e5e%e#'o* $# ;"#d$%e#'$54or'e
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.- 999 7.72 --6.20
6. 76-. . .
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CT(44i#
*ore*
i4o* dee#'e %"ro* de
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METRADO DE CARA
D$'o* p$r$ e5 %e'r$do
3;c +Kg/c2,= 20 +Kg/c2,
A"+2,= -6.6 A"= 74. A"=
+$%#$ $sc#*s)% < #sc$'#%$, +$%#$ ° $ 4° 1!s), +$%#$
#s1#s)% # ')s$ +, = 0.24
')s$= 200 +Kg/-, 56= 2.6
$c$>$)= 00 +Kg/2, 54= 2.6
"$>!?%!$= 00 +Kg/2, 5= 2.6. 3$c5$$= 00 +Kg/', 5-= 2.6
1$%$1#")= 240 +Kg/', 52= 2.
s/c= 200 +Kg/2, 5= -.6
s/c+6")1!s),= 00 +Kg/2,
>+, 5+, +1#s) °
V!g$ D!%: X 0.-4 0.7 @!g$ X= 2026
V!g$ D!%: 0. 0.74 @!g$ = 720
C)'&*$ : Cc 0.74 0.74 0.4624C)'&*$ : C1 0.7 0.7 0.
C)'&*$ : C# 0.7 0.7 0.
1!s) M1&-( M2&-( M3&-( M&-(
')s$= --42.00 --42.00 --42.00 --42.00
$c$>$)= 722 722 722 722
"$>!?%!$= 722 722 722 722
. 3$c5$$= 2760 2760 2760 2760
1$%$1#")= 0 0 0 0
s/c= -606 -606 -606 -606s/c+6")1!s),= 0 0 0 0
V!g$ D!%: X 2026 2026 2026 2026
V!g$ D!%: 720 720 720 720
M&%) c)%"# 277-. 22-.6 200-0. 200-0.
C)'&*$ : Cc -7.4 --2.4 -40 -40
C)'&*$ : C1 46 -0 -66.2 -66.2
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C)'&*$ : C# 42 2-6 22-0. 22-0.
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4.2
° 1!s),
#s1#s)% # &%) # c)%"# 0.4
')*g!"& 1'$. 2.
4° 1!s), +1#s) 6° 1!s),
g 44466 g
g 7--6 g
M/&-( M6&-( V&-(= 76227.4
--42.00 -0242.00 MASA
722 40-2 M1&-(= 22-.0 5=
722 0 M2&-(= 000.0 52=
2760 0 M3&-(= 0-6.60 5-=
0 27440 M&-(= 0-6.60 5=
&s 0 M/&-(= 6267.20 54=0 -4-2 M6&-(= 47742.60 56=
< 406-
2026 44466
720 7--6
200-0. 200-0.
-40 474
-20. -74.2
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72. -047.6
86267.20 /77/2.60
.4-77 0.76
OTAL=
767.67 )
*= .7224
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5 H! 5!8P! F! V!
-.6 -.6 --2-26.0 40. 762.-
2. 6.4 4-40.64 .7 72.0
2.6 . 22-2.-6 24.0 622.2
2.6 .7 999 60.- 7.0-
2.6 .- 999 7.72 --6.202.6 6. 76-. . .
762.-
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di%e#*io#e*
DIMENSIONAMI
Yc (m) 0.4 0.4 0.4 A 7./0
Xc (m) 0.4 0.4 0.4 6.0
/A 0.2
DIS/C (kg/cm2)
DIRECCION X
Ln (m)
Y1 (m)
Y2 (m)
b0 (m)0 (m)
b! (m)
! (m)
DIMENSIONAMIS/C (kg/cm2) 200
# (m) -.-4
$%#/2& (m) 0.4
DIMENSION!'c (g/cm2)% 280
* (g/cm2) 000.00
c+,mn. Cc
.$. b.. 1.687/
₰ 11
3 04
-272.0
CC 4.4002 60 b (cm) 40.00
CP 4.64-- 0 (cm) 74.00
CE -2.266 -0
* (g/cm2) 00-.74
c+,mn. Cc
.$. b.. ./22/
₰ 11
0.4-74 4-7.4 3 04
c)'&*$$s&!$
c)'&*$1#%!#"%$'
c)'&*$#s?&!*$
D!#*s!)*#s"#*"$"!@$s
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A$. c+,mn. 42.04
b (cm) 60.00
(cm) 0.00
RAIZ 72.7-47-
D IAMCOL"MNA 74
cc 0.74c5 0.7
c$ 0.7
D!#*s!)*#sc$'c&'$$s
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ENTO DE LOZA MACIZA-2 DIRECCIONESS/C (kg/cm2) /00
Yc (m) 7./0 7.00
Xc (m) 6.0 6.0
(m) 0.24
ENSIONAMIENTO DE VIGAS200
7.0
DIRECCION Y
Ln (m) 7.0
8.00 X1 (m) 8.80
/./ X2 (m) 6.00
0.-4 b0 (m) 0.-70.67 0 (m) 0.72
0.-4 b! (m) 0.0
0.70 ! (m) 0.74
NTO DE M"ROS DE CORTE
AMIENTO DE COL"MNA1!s)s
& 1 6
C5 C$
17.0062/ /.687/ PERIMETRO= 1102
12& 1& L2= 7
02& 02
24.7 6-.7 ')s$= 200 +Kg/-,
-4.00 -0.00 $c$>$)= 00 +Kg/2,
44.00 4.00 "$>!?%!$ 00 +Kg/2,
. 3$c5$$ 00 +Kg/',
2662-.0 6--7.60 1$%$1#")= 240 +Kg/',
C5 C$ s/c= 200 +Kg/2,
28. 1 s/c+6")1!s) 00 +Kg/2,
12& 1&
02& 02
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74. -76.4
60.00 44.00 b (cm) 0.40 0.-4 0.-0
0.00 0.00 (cm) 0.74 0.44 0.4
6.40266746 66.476-
70 70
0.740.7
0.7
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56= 2.6
54= 2.6
5= 2.6
5-= 2.6
52= 2.
5= -.6
s&$ $'". 6.
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Yc (m) 0.
Xc (m) 0.6
c)'&*$$s&!$
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i%e#*io#e*
DIMENSIONAMIENTO DE LOZA MACIZA-2S/C (kg/cm2) 200
Yc (m) 8.80
Xc (m) 8.00
(m)
DIMENSIONAMIENTO DE VIGS/C (kg/cm2) 2
DIRECCION X
Ln (m) 7.0
DIRECCION Y
Y1 (m) 8.00
Y2 (m) /./
b0 (m) 0.-40 (m) 0.67
b! (m) 0.0
! (m) 0.40
c)'&*$1#%!#"%$'
c)'&*$#s?&!*$
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DIRECCIONES
7.0
7.0
0.24
S0
Ln (m) 7.0
X1 (m) 8.80
X2 (m) 6.00
b0 (m) 0.-70 (m) 0.72
b! (m) 0.60
! (m) 0.64
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RE-DIMENSIONAMIENTO DE VIGAS 2 - SOTANOLOSA MACISA
S/C 400 ARAES
&*$ !%#cc!)*
5 0.2-247
1#%$'"# 0.2
')*g!"& $
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RE-DIMENSIONAMIENTO DE LACAS 2 - SOTANOc$s) !%$'$
A'"&%$ -
#s1#s)% 0.2
c$s) c$'&!$ )
#s1#s)% 0.2 1!#% s)"$*)#s1#s)% 0.24 s#g&*) s)"$*)
RE-DIMENSIONAMIENTO DE CISTERNA 2 - SOTANO
c$s) c$'&!$
A'"&%$ -.4
#s1#s)% 0.-4
RE-DIMENSIONAMIENTO DE M"ROS AL8ALI9ERIA- SOTANO
c$s) c$'&!$
AREA EDIFICIO 460 .24
PISO TIPICOS 0
AREA TOTAL 460
CASO 0
CASO 2 20.74
SUMAT.DE LON. 0
SUMAT.DE LON. 0
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RE-DIMENSIONAMIENTO DE VIGAS 2 - SOTANO!%#cc!)* <
5 0.4------
1#%$'"# 0.4 0.4
')*g!"& $