Tabla de Refuerzos

7/25/2019 Tabla de Refuerzos

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1 2 3 4 5 6

3 3/8 9.53 0.71 0.56 0.71 1.42 2.14 2.85 3.56 4.27 4

4 1/2 12.70 1.27 0.99 1.27 2.53 3.80 5.06 6.33 7.60 8

5 5/8 15.88 1.98 1.55 1.98 3.96 5.93 7.91 9.89 11.87 13

6 3/4 19.05 2.85 2.24 2.85 5.70 8.55 11.40 14.24 17.09 19

7 7/8 22.23 3.88 3.04 3.88 7.76 11.63 15.51 19.39 23.27 27

8 1 25.40 5.06 3.98 5.06 10.13 15.19 20.26 25.32 30.39 35

11 1 3/8 35.81 10.07 7.90 10.07 20.13 30.20 40.27 50.33 60.40 70.

10 15 20 25 30 35

3/8 1 2 4 5 7 8

r = 3 cm al estribo de 3/8" 1/2 1 2 3 5 6 7

5/8 1 2 3 4 6 7

3/4 1 2 3 4 5 6

7/8 - 2 3 4 5 6

1 - ### 2 3 4 5

b 1 3/8 - ### 2 3 4 4

#-.i a encias +itros esos ton/m3

1 Saco de Ceme to 28.30 !iedra !icada 1.80

1 Saco de Cal 18.00 re a 1.60

1 ata 18.00 Ceme to e Saco 1.20

1 C$%ete 19.40 Co creto 2.40

1 Carretilla 54.00 &ortero de Ceme to 2.25

1 !ala de !iedra 4.25

1 !ala de re a 5.50 "e aci n a .a/cemento m ima a/c

$esi naci n'

$i metro.

$i metromm

reacm2

eso: /m

$i metro.

rea de acero por metro de anco m.ro!e entra con ecm2 ; se oseparaci n (! endi ersos di metro


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tm's(era com) * + 0,75 el itoral * = 0,61

lta $medad * + 0,55 Co el mar * = 0,40

Co creto 210 /cm2 * 0,52 Co creto 250 /cm2 * 0,44

#%+A #' ?&+@)#' ( &" m3

esiste cia ( c Ceme to sacos re a m3 !iedra m3 $a m3

Co creto de 150 /cm2 7.00 0.46 0.91 0.14

Co creto de 180 /cm2 7.00 0.44 0.91 0.16

Co creto de 200 /cm2 7.50 0.45 0.90 0.16

Co creto de 210 /cm2 7.75 0.44 0.88 0.16

Co creto de 250 /cm2 8.50 0.44 0.89 0.18

Co creto de 280 /cm2 9.00 0.44 0.88 0.19

Co creto de 300 /cm2 9.50 0.43 0.88 0.20

Co creto de 180 a 200 /cm2 1.00 65/80 litros 80/95 litros 25/30 litros

Co creto de 180 a 200 /cm2 1.00 12 alas 20 alas 1,5 c$%ete

*ipo

; 5000 : / cm2 1.98 120

A ar amiento de "ot.ra 5 1.33 120

1.33 100

1.33 60

0.97 100 3

0.97 50 3

)A++A! #+#%*"&!&+$A$A!$ !*" BC% D' $# "# C#">& &"

%A$A m2

$i meA amsenteso(: /m2

rea(m2


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ANALISIS DE CARGA LOSA NERVADA UNIDIRECCIONAL (Peso en kg/m2)

' ?#+ )A*#" A+ #! #!&"#! (cm20 25 30

* # % F & !

oseta 125.00 125.00 125.00er ios 75.00 100.00 125.00lo:$es de rcilla 70.00 90.00 110.00;m ermeabili


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35 125.00

150.00

130.00

5.00

115.00

30.00

555 00

125.00

150.00

130.00

150.00

115.00

30.00

700 00

30 750.00

5.00

115.00

30.00

900 00750.00

150.00

115.00

30.00

1H045 00

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