metrados de cargas1.xls

8/17/2019 METRADOS DE CARGAS1.xls

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PREDIMENSIONAMIENTO

PRIMER DEPARTAMENTO

EJES LONG. (m) ALTURA (m)L: entre 4 y 5.5m Hv (cm)

v (cm)SE!!. ".P SE. LOSA (cm) L#$% L#$&

A-B 4.22 3.20 20.00 35.17 42.20 17.58 21.10

25X40

B-D 4.17 3.20 20.00 34.75 41.70 17.38 20.85

D-E 4.31 3.20 20.00 35.92 43.10 17.96 21.55

A1-A2 3.98 3.20 20.00 33.17 39.80 16.58 19.90

A2-A3 4.22 3.20 20.00 35.17 42.20 17.58 21.10

SEGUNDO DEPARTAMENTO

EJES LONG. (m) ALTURA (m)L: entre 4 ' 5.5 Hv (cm)

v (cm)SE!!. ".P SE. LOSA (cm) L#$% L#$&

E-F 4.01 2.40 20.00 33.42 40.10 16.71 20.05

F-G 4.49 2.40 20.00 37.42 44.90 18.71 22.45

G-H 4.48 2.40 20.00 37.33 44.80 18.67 22.40

H1-H2 5.63 2.40 20.00 46.92 56.30 23.46 28.15 25X50

H2-H3 4.17 2.40 20.00 34.75 41.70 17.38 20.85

!OLUMNASHc

Hc c SE!!. !OLUMNAS$&&v %&&v

40 80 55 25 25X55

ES!ALERA PRIMERA PLANTAALTURA (m) AN!HO (m) PASO (m) !ONTRAPASO (m) N PASOS

3.2 1.2 0.25 0.16 20

ES!ALERA SEGUNDA PLANTA

!URSO : Concreto Armao !ALUMNA : "omero Ben#te$ Geo%an#E!HA : &ct'(re 2013


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ALTURA (m) AN!HO (m) PASO (m) !ONTRAPASO (m) N PASOS

2.4 1.2 0.25 0.15 16


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H% B%E)E* +&,G!D A+"A E*/E*&" DE +&*A +12 +10 +12 cm +10 cE-F 4.01 2.4 0.12 33.42 40.10 16.71 20.05 3342 40F-G 4.49 2.4 0.12 37.42 44.90 18.71 22.45 3742 44G-H 4.48 2.4 0.12 37.33 44.80 18.67 22.40 3733 44H1-H2 5.63 2.4 0.12 46.92 56.30 23.46 28.15 4692 56H2 - H3 4.17 2.4 0.12 34.75 41.70 17.38 20.85 3475 41

Hc Bc *ECC. C&+,A1000B% 2000B%

40 80 30 55X25

33.3333333333 66.66667


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v (cm) SE!!.".A

15.07

30X20

14.89

15.39

14.21

15.07

v (cm) SE!!.".A14.32

35X25

16.04

16.00

20.11

14.89


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%#a e am+14

28.6432.0732.0040.2129.79


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Hc Bc *ECC. C&+,A1000B% 2000B%

40 80 30 55X25

33.3333333333 66.6666667


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arre*ECC. !GA /"!, *ECC. !GA *EC A

14.321428616.0357143

2545 1620.1071429

2550 14.892857135X20


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DATOSFc 210 cm2; 4200 cm2/e$o e$co e? Concreto 2400 m3/e$o $e@ ,orma 300 m2+on#t' tr#('tar#a 4.5 m ,o #nc?';e (// ,orma 100 m2+on#t' tr#('tar#a 4.8 m !nc?';e (/ 150 m2D!*E& DE !GA*$. PREDIMENSIONAMIENTO+&*A e 20 Cm+ 7 0.58333333 0.7 ( 0.6 0.54 54( 0.3 30%. METREDO DE !ARGAS

!ARGA MUERTA

/e$o /ro


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+. TRAMO A'


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3060

mmmmm

nm o 3 nm

m nm o 2 nm


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DISE,O DE !OLUMNASDATOS

Fc 210 cm2

; 4200 cm2

+o$a 20 cm

/e$o e$


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518


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DISE,O DE !OLUMNAS (RE!TANGULAR)!-L!ULOS

A1 A2 A3 A4

/e$o$ e a(#'er=a 0

/e$o$ e A?(a#?er=a e15 12708.8 5824 20883.2 8798.4

/e$o$ e A?(a#?er=a e25 0 0 0 0

/e$o$ e Aca(ao$ 11242.4 5152 18473.6 7783.2

ota? 23951.2 10976 39356.8 16581.6

A1 A2 A3 A4

/e$o %#a$ 2640 3408 3504 3456

A1 A2 A3 A4

/e$o +o$a a?#eraa 2709 5784 6150 6045

A1 A2 A3 A4

/e$o Co?'mna 3312 3312 3312 3312

DETALLE

COLUMNAS

A1 A2 A3 A4

Cara 'erta C 32612.2 23480 52322.8 29394.6

Cara #%a C 5418 11568 12300 12090

P (/0) +$1*$.1% 52*1&.4 $&525+.42 +231*.*+

e cm 5 5 5 5

M (/0 cm) *&1+51.+ %1$15% 5%1%2%.4 *4*1++.2

41.29 38.93 70.57 45.86

4.13 3.89 7.06 4.59

&.35 &.35 &.35 &.35

Co?'mna 4+3

K0.75 0.01 0.01 0.01 0.01

!6nt76 (m7n8m6) &.&$ &.&$ &.&$ &.&$

A9 $5 $5 $5 $5

2.85022956991.9793260902

Area e 4 acero 34L 11.4009182797Area e 2 acero 58L 3.9586521804

??a$ 34L 4??a$ 58L 2

D#Mmetro 34L 0.01905D#Mmetro 58L 0.015875

Cortante 61.93192 n*e@n coe>c#ente$ cortante ' 110.3936474 n.m

c 10138.167171634 10.1381671716 n' 110.3936474 n.m$ 119.7367121225 n

Area 38L 1.4251181175 cm2

* 2199507.7653761 cm

e$


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A5

9318.4

08243.2

17561.6

A5

2712

A5

2973

A5

3312

A5

26558.6

5946

5*$1+.5+

5

%+512%.2

35.46

3.55

&.35

0.01

&.&$$5


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DISE O DE !OLUMNAS (RE!TANGULAR)!-L!ULOS

A1 A2 A3

/e$o$ e a(#'er=a 0 0

/e$o$ e A?(a#?er=a e15 12708.8 5824 20883

/e$o$ e A?(a#?er=a e25 0 0/e$o$ e Aca(ao$ 11242.4 5152 18473

ota? 23951.2 10976 39356

A1 A2 A3

/e$o %#a$ 2638.8 3394.8 3484

A1 A2 A3

/e$o +o$a a?#eraa 2709 5784 615

A1 A2 A3

/e$o Co?'mna 3204 3204 320

DETALLECOLUMNAS

A1 A2 A3

Cara 'erta C 32503 23358.8 52195

Cara #%a C 534948307.2 1082276651.52 5411383257

P (/0) 1+%152153.3+ $142$*5*4+.2% 134&53**3+.+

e cm 5 5

M (/0 cm) 42$4314322.2 134&+3+3*4.$ 423&%2++22*

641972.64 1298756.9 6493715.5

64197.26 129875.69 649371.5

&.35 &.35 &.3

Co?'mna 4+2 - 4+3

K0.60 0.01 0.01 0.0

K0.72 0.01 0.01 0.0

K0.75 0.01 0.01 0.0!6nt76 (m7n8m6) &.&$ &.&$ &.&

A9 $5 $5 $

Acero +on#t'#na?

/'A cmI

'AN cmI


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A4

0

8798.4

0

7783.2

16581.6

A4

3459.6

A4

6045

A4

3204

A4

29290.2

72181.44

$3+31&.1$5

22*154.55

117.86

11.79

&.35

0.01

0.01

0.01

&.&$

$5


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metrados de cargas1.xls

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