Cimiento Corrido-concreto 2

1. Predimensionamiento Predimensionamiento Longitud 5.35 3.00 3."0

Aligerado (m): L/25 = Viga rinci!al (m): L/10 = Viga Amarre (m): L/14 =

Calculado 0 .2 1 4 0 .3 0.25#142$5#

Asumido 0 .2 0 0 .3 0 0 .2 5

2. Metrado de Cargas eje A-A a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud= 2."$

a.1 #00.00 2."$ 1 $ # " .0 0

&g/m

21".00 1$0.00

&g/m &g/m

A%otea: 0.15(2.5 * 0.25)1$00 = 3+ iso: 0.15(2.5 * 0.25)1$00 =

"0#.50 "0#.50

&g/m &g/m

2+ iso: 0.15(2.5 * 0.25)1$00 =

"0#.50

&g/m

""1.50 2 4 $ 4 .0 0

&g/m &g/m

0

&g/m

1" 5

&g/m

"0#.50 2 5 2 7 .5 0 2 " " 3 .5 0 2 # 1 # .5 0 1"5 8683.00

&g/m &g/m &g/m &g/m &g/m kgm

'. Vigas Viga rinci!al: 0.300.302400 = Viga de Amarre: 0.300.252400 = c. uro

1+ iso: 0.15(2.#0 * 0.25)1$00 =

d. ara!eto A%otea: 0.151.201$00 = e. ,o'recimiento ,o'recimiento: 0.150.5012200 = -.Cimiento Cimiento(0.$0  1  2200  ')

METRADO e A*A: A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E A-A RE"#ME$ Tota%& 8683.00

&g

Cimiento(0.$0  1  2200  ') or -ormula:

=     =

+  )  '''''&('''' ( 

 &'.''' . .  &.'.''' *'.''

3. Metrado de Cargas Eje +-+ tramo 3-, a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.730.$0

a.1

'. Vigas Viga rinci!al: 0.300.302400 = Viga de Amarre: 0.300.252400 = c. uro e 1: A%otea: 3+ iso: 2+ iso: 1+ iso:

0.25(2.5 * 0.30)1$00 = 0.25(2.5 * 0.30)1$00 = 0.25(2.5 * 0.30)1$00 = 0.25(2.#0 * 0.30)1$00 =

d. ara!eto A%otea: 0.151.201$00 = e. ,o'recimiento ,o'recimiento: 0.250.5012200 =

#00.00 2.#3 1 7 1 1 .0 0

&g/m

21".00 1$0.00

&g/m &g/m

770.00 770.00 770.00 770.00 3 7 " 0 .0 0

&g/m &g/m &g/m &g/m &g/m

0

&g/m

2# 5

&g/m

770.00 2 7 4 $ .0 0 3 1 1 # .0 0 3 1 1 # .0 0 2#5 10,,.0


-.Cimiento Cimiento(0.$0  1  2200  ')

METRADO e 8*8 tramo 3*49: A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E +-+ tramo 3-, RE"#ME$ Tota%& 10,,.0 &g Cimiento(0.$0  1  2200  ') or -ormula:

 = =   

'''''&(''''' (  +  ) 

&.'.''' *'.''  &'.''' . 

,. Metrado de Cargas EjeA-A tramo 3-, a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=0.$0

a.1

'. Vigas Viga rinci!al: 0.300.302400 = Viga de Amarre: 0.300.252400 =

#00.00 0.$0 5"0.00

&g/m

21".00 1$0.00

&g/m &g/m

0.00 "0#.50 "0#.50 "0#.50 1 $ 2 2 .5 0


0

&g/m

1" 5

&g/m

0.00 2 5 2 7 .5 0 1 3 4 # .5 0 1 3 4 # .5 0 1"5 /38./0


c. uro A%otea: 3+ iso: 2+ iso: 1+ iso:

0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =


METRADO e A9*A9 tramo 3*4: A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E A-A EjeA-A tramo 3-, RE"#ME$ Tota%& /38./0 &g Cimiento(0.$0  1  2200  ') or -ormula:

=     =

'''''&(''''.' ( . +  )  

&'. &'.' ' '  *.'.''   =

/. Metrado de Cargas Eje +-+ a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=2."#50.50

a.1


#00.00 3.1$ 222".00

&g/m

21".00 1$0.00

&g/m &g/m

42#.50 770.00 770.00 770.00 337#.50


42#.50

&g/m

2#5

&g/m

42#.50 274$.00 3432.00 3432.00 2#5 10/1/



0.25(2.5 * 0.30)1$00 = 0.25(2.5 * 0.30)1$00 = 0.25(2.5 * 0.30)1$00 = 0.25(2.#0 * 0.30)1$00 =


METRADO e 89*89 : A%otea: 3+ iso: 2+ iso: 1+ iso: ,o'recimiento:

Eje +-+ RE"#ME$ &g Tota%& 10/1/ Cimiento(0.$0  1  2200  ') or -ormula:

 =  

'''''&(''''' ( +  ) 

 &.'.'''  *.'.'' 

6. Metrado de Cargas Eje C-C a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.73

a.1


#00.00 1.73 1351.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 213$.50 213$.50 1"5 /.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =


METRADO e C*C A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E A-A Eje C-C RE"#ME$ Tota%& /.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

+  )  '''''&('''' (

&'.'' '  *.'.'   =

. Metrado de Cargas Eje 3-3 a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.71.42

a.1


#00.00 3.32 2324.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 3111.50 3111.50 1"5 /2/.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =


METRADO e 3*3 A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E A-A Eje 3-3 RE"#ME$ Tota%& /2/.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

+  )  '''''&('''' (

 &.'.'''  *.'.'' 

8. Metrado de Cargas Eje ,-, tramo A-+ a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.51.5

a.1


#00.00 3.00 2100.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 2$$#.50 2$$#.50 1"5 0.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =


METRADO e C*C A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E A-A Eje C-C RE"#ME$ Tota%& 0.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

+  )  '''''&('''' (

 &.'.''''  *.'.'' 

. Metrado de Cargas Eje ,-, tramo +-C a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.7

a.1


#00.00 3.00 2100.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 2$$#.50 2$$#.50 1"5 0.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =


METRADO e 49*49 tramo 8*C A%otea:  3+ iso: VAALA6 2+ iso: VAALA6 1+ iso: VAALA6 ,o'recimiento:

E!E ,-, tramo +-C RE"#ME$ Tota%& 0.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

'''''&('''' ''''  )  (

 &.'.'''''  *.'.'' 

10. Metrado de Cargas Eje /-/  1-1 a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.5

a.1


#00.00 1.50 1050.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 1$3#.50 1$3#.50 1"5 6.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =



E!E /-/ RE"#ME$ Tota%& 6.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

+  )  '''''&('''' (

&'.' ''  *.'.''   =

10. Metrado de Cargas Eje 2-2 a. Aligerado . . de Aligerado (e = 20 cm) (&g/m) Longitud=1.371.2#

a.1


#00.00 2."" 1$"2.00

&g/m

21".00 1$0.00

&g/m &g/m

"0#.50 "0#.50 "0#.50 "0#.50 2430.00


0

&g/m

1"5

&g/m

"0#.50 2527.50 2"47.50 2"47.50 1"5 8601.00



0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.5 * 0.25)1$00 = 0.15(2.#0 * 0.25)1$00 =



E!E /-/ RE"#ME$ Tota%& 8601.00 &g Cimiento(0.$0  1  2200  ') or -ormula:

 =  

+  )  '''''&('''' (

 &.'.'''  *.'.'' 

. Aligerado a%otea . . de Aligerado (e = 20 cm) (&g/m) Longitud= 2."$

"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1 # 4 2 .0 0

&g/m


"50.00 2."$ 1#42.00

&g/m


"50.00 2."$ 1#42.00

&g/m

DATO"- METRA E$ 44E$TA "C 200kg5m2 ,, ALA6 eso !ro!io de aligerado Ladrillo !astelero iso terminado

E$ AOTEA "C 1/0kg5m2 ,, ALA6 eso !ro!io de aligerado Ladrillo !astelero iso terminado



6A,*,8C <= e eso es!eci-ico(disminues 200 del >c)

AZOTEA: 150 kg/cm2

3°NIVEL:Viviendas: 200kg/cm2


Viviendas: 200kg/cm2 1°NIVEL: Viviendas:




AZOTEA: 150 kg/cm2



Viviendas: 200kg/cm2 1°NIVEL: Viviendas:




AZOTEA: 150 kg/cm2



1°NIVEL: Viviendas: 200kg/cm2




AZOTEA: 150 kg/cm2







AZOTEA: 150 kg/cm2







AZOTEA: 150 kg/cm2







AZOTEA: 150 kg/cm2







AZOTEA: 150 kg/cm2







AZOTEA: 150 kg/cm2




O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.25 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.25 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

O E!E A-A

AL

0.2 300 100 100 200 #00

AL

0.2 300 100 100 150 "50

,o'recarga

,o'recarga

; 0.5 0.15 2200

m m &g/m3

VA ,LA ALA 6  2+ , ALA  1+ , ALA  3+ , ALA ,8C; C;C A ,A ALA muro a%otea s!esor de muro

0.3 2.5 2.# 2.5 0.4 2.5 0.25 6A,*,8C;

<= e eso es!eci-ico(disminues 200 del >c)

"o7re5argas AZOTEA: 150 kg/cm2




0.5 0.15 2200

0.15 0.15 0.15 0.15 2400

m m &g/m3

Cimiento Corrido-concreto 2

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