Dimensionamiento Cap.

8/18/2019 Dimensionamiento Cap.

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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!"& $

Dimensionamiento Cap.

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