Metrado-de-Porticos-2015-II.xlsx

7/21/2019 Metrado-de-Porticos-2015-II.xlsx

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METRADO DE LOS

CARACTERISTICAS

Calculando el espesor de losa

m

ln 1 4.975 h 1 = 4.075 / 21 =

ln 2 4.975 h 2 = 4.975 / 21 =

ln 2.! h = 2.!00 / 21 =

ln4 4.475 h 4 = 4.475 / 21 =

m

ln 5 4.479 h 5 = 4.479 / 21 =ln ! 4.59! h ! = 4.59! / 21 =

ln 7 2.! h 7 = 2.!00 / 21 =

ln" 5.475 h " = 4.475 / 21 =

#ue$o se u%&&l&'ar( ladr&llos de las s&$u&en%es d&mens&ones)

#adr&llo de 00*00*200 + =

,-cs =

,-cr =

Peso de ladrillo 10 /m2 =

1000/00 =

1000/400 =

Peso de la viguetaPeso de la losa

Peso de acabados

Con acabados W cm =Sin acabados W cm =Para comercio W cv =Para azotea W cv =

#ue$o se mul%&pl&ca los resul%ados por el Ancho Tr&u%ar&o de la losa

W cm =



METRADO D

TRAS)

A

CC3

3E

12

2

4

45



ALIGERADA

m m

0.24 h prom 0.20

0.24 Se cons&dera el peral%e de losa

0.12

0.21 h m = 0.25

m

0.210.22

0.12

0.2!

1

2.0E60 $/m

2.40E60 $/m

10.00000 $/m2

.

2.5

". $/m2

120.00 $/m2

120.00 $/m2

100.00 $/m2

42. $/m2

2. $/m2

500.00 $/m2

200.00 $/m2

1!9. $/m2



MUROS

4.975 $/m2

4.975 $/m22.!0 $/m2

4.475 $/m2

4.479 $/m2

4.59! $/m2

2.! $/m2

5.475 $/m2



PREDIMENCIONAMIENTO DE ELE

lon$&%ud del elemen%o mas lar$o

Calculando el peral%e h

l = 5.475 m

0.4! 8 h 8

h = 0.5 m

Calculando el ancho

: 0.25 m

= 0. m

PREDIMENCIONAMIENTO DE ELEMEN

0.5 8 a 8

a = 0.4 m



ENTYOS EN FLEXION

0.55

OS DE CORTE Y FLEXION

0.4



PRIMER, SEGUN!, "ERCER!

P!R"IC! E& E'E (

"R$M! $)*C$RG$ MUER"$

Cargas distribuidas+

E&EMEN"!$nco $lto) Peso-m.

m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 2.145uro 2.!Acaados 2.495

<eso prop&o de la &$a = .00 * .500<eso prop&o del al&$erado = 2.145 * 2<eso prop&o de muro = .00 * .50<eso prop&o de acaados = 2.495 * 10

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-m.

m m $/m

>ICIA 2.495

<eso de&do a car$as &as = 249?5* 50

"R$M! *)C

C$RG$ MUER"$


E&EMEN"!$nco $lto) Peso-mm.

m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 2.145uro 2.!Acaados 2.495

<eso prop&o de la &$a =

<eso prop&o del al&$erado =<eso prop&o de muro =<eso prop&o de acaados =



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm.m m $/m

A@#A 2.495

<eso de&do a car$as &as = 2.495* 50

"R$M! C)

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 1.157uro 2.!Acaados 1.219"



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm.

m m $/m

>ICIA 1.219"

<eso de&do a car$as &as = 1.219" * 50

"R$M! )E

C$RG$ MUER"$





;&$a 0. 0.5 2.40E60Al&$erado 1.157uro 2.!Acaados 1.219"

<eso prop&o de la &$a = 0..00 *0.50<eso prop&o del al&$erado = 1.157 * 2

<eso prop&o de muro = 2.! * 4.4"<eso prop&o de acaados = 1.219" * 10

Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA 1.219"

<eso de&do a car$as &as = 1.219" * 50

P!R"IC! E& E'E /

"R$M! $)*

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 4.!!25

uro

2.!0."0.5

Acaados 4.975

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o de muro =<eso prop&o de acaados =

<eso prop&o de %a&uer&a<eso prop&o de %a&uer&a



Wcm( = W(

Wcm/ = W( 0 W/

Wcm. = W( 0 W/ 0 W.

C$RG$ %I%$


m m $/m

A@#A 4.975

<eso de&do a car$as &as =

"R$M! *)C

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60

Al&$erado 4.!!25

Acaados 4.975

<eso prop&o de la &$a =<eso prop&o del al&$erado en la &$a =<eso prop&o de acaados en la &$a =

Wcm( = W(

C$RG$ %I%$


m m $/m>ICIA 4.975

<eso de&do a car$as &as en la &$a =

"R$M! C)

C$RG$ MUER"$




m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 2.uro 0.0 0Acaados 2.5



Wcm( = W(

C$RG$ %I%$


m m $/m

A@#A 2.4!9


"R$M! )E

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 2.1uro 0.0 0Acaados 2.4!""

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o de muro =

<eso prop&o de acaados =

Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA 2.4!""




P!R"IC! E& E'E .

"R$M! $)*

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60

Al&$erado2.4".!9"

uro

2.!0.2150.4"5

Acaados

2.49"

.99"




<eso prop&o de %a&uer&a =<eso prop&o de %a&uer&a =

Wcm( = W(

Wcm/ = W/

Wcm. = W( 0 W. 0 W1

Wcm1 = W( 0 W.

Wcm2 = W/ 0 W.

Carga de la %iga / 3E4e $ ) $5

C$RG$ %I%$




m m $/m

A@#A2.49".99"

<eso de&do a car$as &as =<eso de&do a car$as &as =

"R$M! *)C

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60

Al&$erado .!9"

Acaados .99"

<eso prop&o de la &$a =<eso prop&o del al&$erado en la &$a =<eso prop&o de acaados en la &$a =

Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA .99"

<eso de&do a car$as &as en la &$a =

"R$M! C)

C$RG$ MUER"$



m m $/m

;&$a 0. 0.500 2.40E60Al&$erado 1."49 0 0 0



Acaados 1.999


Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA 1.999


"R$M! )E

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 1."49uro 0.000 0Acaados 1.999


Wcm( = W(

C$RG$ %I%$


m m $/m

A@#A 1.999


P!R"IC! E& E'E 1



"R$M! $)*

C$RG$ MUER"$



m m $/m;&$a 0. 0.5 2.40E60Al&$erado 1.94Al&$erado 2.744uro 2.!Acaados 1.41Acaados 2."5!



Wcm( = W(

Wcm/ = W/


C$RG$ %I%$


m m $/m

A@#A 1.41A@#A 2."5!

<eso de&do a car$as &as =<eso de&do a car$as &as =

"R$M! *)C

C$RG$ MUER"$




m m $/m

;&$a 0. 0.5 2.40E60

Al&$erado1.9"1.500

uro 2.!Acaados 2."5!

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 274?" * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 2"5!? * 0?

Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA1.411.425


"R$M! C)

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60

Al&$erado0.55"1.50

uro 2.!Acaados 2.020


Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA0.5951 425




"R$M! )E

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5

Al&$erado1.941.50

uro 2.!Acaados 2."5!



<eso prop&o del al&$erado =


Wcm( = W(

Wcm/ = W/

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-m.m m $/m

A@#A1.41

1.425


P!R"IC! E& E'E 2"R$M! $)*



C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 1.40!uro 2.!Acaados 1.4!9


Wcm( = W(

C$RG$ %I%$


m m $/m

>ICIA 1.4!9


"R$M! *)C

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 1.40!

uro 2.!Acaados 1.4!9


Wcm( = W(

C$RG$ %I%$

E&EMEN"!



m m $/m

A@#A 1.4!9


"R$M! C)

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60uro 1.49Acaados 0.0

<eso prop&o de la &$a =<eso prop&o del muro =<eso prop&o de acaados =

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-m.m m $/m

>ICIA 0


"R$M! )E

C$RG$ MUER"$



m m $/m

;&$a 0. 0.5 2.40E60Al&$erado 1.40!uro 2.!Acaados 1.4!9

<eso prop&o de la &$a =<eso prop&o del al&$erado =

<eso prop&o de muro =<eso prop&o de acaados =



Wcm( = W(

C$RG$ %I%$


m m $/mA@#A 1.5




# CU$R"! NI%E&

)(

6eso-m/ 6eso-m

$/m2 $/m

2.4.975

100.00

* 2400 = !0.00 $/m . = 74".! $/m

= 12.94 $/m 0 = 24.95 $/m

W( = (.728/1 $/m

Wcm( = (.728/1 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

= 1219.75 $/m

Wcv = (/(98:2 $/m

6eso-mm/ 6eso-mm

$/m2 /mm

2.4.975

100.00

!0.00 $/m

74".! $/m12.94 $/m

24.95 $/m



W( = (.728/1 $/m

Wcm( = (.728/1 $/m

6eso-mm/ 6eso-mm$/m2 $/m

500.0

= 1219.75 $/m

Wcv = (/(98:2 $/m

6eso-mm/ 6eso-mm

$/m2 $/m

2.2.!0

100.00

!0.00 $/m

74.1" $/m!.7! $/m121.9" $/m

W( = ;7/89( $/m

Wcm( = ;7/89( $/m

6eso-mm/ 6eso-mm

$/m2 $/m

500.0

0 = !09."" $/m

Wcv = 7<98;; $/m

6eso-mm/ 6eso-mm



2.4.4"

100.00

0 * 2400 = !0.00 $/m . = 74.1" $/m

11.!4 $/m 0 = 121.9" $/m

W( = ;7:8:9 $/m

Wcm( = ;7:8:9 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

0 = !09."" $/m

Wcv = 7<98;; $/m

)/

6eso-mm/ 6eso-mm

$/m2 $/m

2.4.97504.97504.9750100.00

!0.00 $/m1507.54 $/m

12.94 $/m49.75 $/m274.2

W( = /.:18/. $/m

= .7! $/m= 2.41 $/m

W/ = .8:7 $/m

W. = /81( $/m



Wcm( = /.:18/. $/m

Wcm/ = /.::899 $/m

Wcm. = /.;<81< $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

24!".75 $/m

Wcv( = /17;8:2 $/m

6eso-m/ 6eso-m

/mm2 /mm

2.100.00

!0.00 $/m1507.54 $/m49.75 $/m

W( = /.7(8/9 $/m

Wcm( = /.7(8/9 $/m

6eso-m/ 6eso-m

$/m2 $/m500.00

24!".75 $/m

Wcv = /17;8:2 $/m



$/m2 $/m

2.2.!0

100.00

!0.00 $/m

75.77 $/m0.00 $/m

24!."" $/m

W( = (.7<872 $/m

Wcm( = (.7<872 g-m

6eso-m/ 6eso-m

$/m2 $/m

500.00

124." $/m

Wcv = (/.18.; $/m

6eso-m/ 6eso-m

$/m2 $/m

2.4.475

100.00

!0.00 $/m75.77 $/m

0.00 $/m

24!."" $/m

W( = (.7<872 $/m

Wcm( = (.7<872 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

124." $/m

W (/.1 .; /



).

6eso-m/ 6eso-m

$/m2 $/m

2.2.

4.9754.4754.475

100.000

100.000

!0.00 $/m759.19 $/m12.94 $/m

249."0 $/m1"1.92

W( = (.;(89/ $/m

!0.00 $/m

1195.!9 $/m0.00 $/m99."0 $/m1955.49

W/ = (922819 $/m

0.9! $/m2.17 $/m

W. = <897 $/m

W1 = /8(: $/m

Wcm( = (.;(89/ $/m

Wcm/ = (922819 $/m

Wcm. = (.;28<7 $/m

Wcm1 = (.;/8;; $/m

Wcm1 = (927812 $/m

P = .1<72 $



6eso-m/ 6eso-m

$/m2 $/m

500.00500.00

1249.00 $/m1999.00 $/m

Wcv( = (/198<< $/m

Wcv( = (9998<< $/m

6eso-m/ 6eso-m

$/m2 $/m

2.100.000

!0.00 $/m1195.!9 $/m99."0 $/m

W( = (922819 $/m

Wcm( = (922819 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

1999.00 $/m

Wcv = (9998<< $/m

6eso-m/ 6eso-m

$/m2 $/m

2.2 !0



100.00

!0.00 $/m597."4 $/m

0.00 $/m199.90 $/m

W( = ((2:8:1 $/m

Wcm( = ((2:8:1 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

999.50 $/m

Wcv = 99982< $/m

6eso-m/ 6eso-m

$/m2 $/m

2.4.475

100.000

!0.00 $/m597."4 $/m

0.00 $/m199.90 $/m

W( = ((2:8:1 $/m

Wcm( = ((2:8:1 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

999.50 $/m

Wcv = 99982< $/m

)1



6eso-m/ 6eso-m

$/m2 $/m

2.2.

4.975100.000100.000

!0.00 $/m450.!5 $/m12.94 $/m

14.1 $/m

W( = 9778:( $/m

!0.00 $/m""7.15 $/m12.94 $/m

2"5.! $/m

W/ = (2128:( $/m

Wcm( = 9778:( $/m

Wcm/ = (2128:( $/m

P = .1<72 $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00500.00

715.! $/m142".1 $/m

Wcv( = :(287. $/m

Wcv/ = (1/;8(. $/m



$/m2 $/m

2.

4.975100.000

2?4EB5 = !0.00 $/m 02 = ""7.15 $/m

500 = 12.94 $/m 01000 = 2"5.! $/m

W( = (2128:( $/m

Wcm( = (2128:( $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

142".1 $/m

Wcv = (1/;8(. $/m

6eso-m/ 6eso-m

$/m2 $/m

2.

2.!0100.00

!0.00 $/m!1!.7! $/m

!.7! $/m202.00 $/m

W( = ((;282/ $/m

Wcm( = ((;282/ $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00



1010.00 $/m

Wcv = (<(<8<< $/m

6eso-m/ 6eso-m 6eso-mm

$/m2 $/m /mm

2.40E602.

4.4"100.00

!0.00 $/m""7.15 $/m11.!4 $/m

2"5.! $/m

W( = (21181( $/m

!0.00 $/m

""7.15 $/m

2"5.! $/m

W/ = (2./8:: $/m

Wcm( = (21181( $/m

Wcm/ = (2./8:: $/m

6eso-m/ 6eso-m$/m2 $/m

500.00

142".1 $/m

Wcv = (1/;8(. $/m

)2



6eso-m/ 6eso-m

$/m2 $/m

2.4.975

100.000

!0.00 $/m454.!9 $/m12.94 $/m

14!."" $/m

W( = 9:182< $/m

Wcm( = 9:182< $/m

6eso-m/ 6eso-m

$/m2 $/m

500.00

74." $/m

Wcv = :.18.; $/m

6eso-m/ 6eso-m

$/m2 $/m

2.

4.975100.000

!0.00 $/m454.!9 $/m12.94 $/m

14!."" $/m

W( = 9:182< $/m

Wcm( = 9:182< $/m



$/m2 $/m

500.00

74." $/m

Wcv = :.18.; $/m

6eso-m/ 6eso-m

$/m2 $/m

2.!0100.00

!0.00 $/m."7 $/m0.00 $/m

W( = .7.8;: $/m

Wcm( = .7.8;: $/m

6eso-m/ 6eso-m$/m2 $/m

500.00

0.00 $/m

Wcv = <8<< $/m

6eso-m/ 6eso-m

$/m2 $/m

2.4.475

100.00

!0.00 $/m454.!9 $/m

11.!4 $/m14!."" $/m



W( = 9:.8/< $/m

Wcm( = 9:.8/< $/m

6eso-m/ 6eso-m

$/m2 $/m500.00

74." $/m

Wcv = :.18.; $/m





























6



SEGUN! NI%E&

P!R"IC! E& E'E ( ) (



E&EMEN"!$nco $lto) Peso-mm. 6eso-mm/ 6eso-mm

mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60Al&$erado 214.5 2.uro 000 0.000000Acaados 249.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del al&$erado = 214?5 * 0?002 = 74"55.00<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 249?5 * 0?001000 = 2.44

W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm. 6eso-mm/ 6eso-mm

mm mm /mm /mm2 /mm

A@#A 249.5 500.00000

<eso de&do a car$as &as = 249?5* 0?00500 = 1219750.00

Wcv = (/(9:2<8<<

"R$M! *)C

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60Al&$erado 214.5 2.uro 000 0.000000Acaados 249.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00

<eso prop&o del al&$erado = 214?5 * 0?002 = 74"55.00<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 249?5 * 0?001000 = 2.44



W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm. 6eso-mm/ 6eso-mmmm mm /mm /mm2 /mm

A@#A 249.5 500.00000

<eso de&do a car$as &as = 249?5* 0?00500 = 1219750.00

Wcv = (/(9:2<8<<

"R$M! C)

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60Al&$erado 1157. 2.uro 000 0.000000Acaados 1219." 0.001000


<eso prop&o del al&$erado = 1157? * 0?002 = 74177.50<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 1219?" * 0?001000 = 1.22

W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 1219." 500.00000

<eso de&do a car$as &as = 1219?" * 0?00500 = !09"75.00

Wcv = 7<9;:28<<

"R$M! )E

C$RG$ MUER"$





;&$a 00 500 2.40E60Al&$erado 1157. 2.uro 000 0.000000Acaados 1219." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del al&$erado = 1157? * 0?002 = 74177.50

<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 1219?" * 0?001000 = 1.22

W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 1219." 500.00000

<eso de&do a car$as &as = 1219?" * 0?00500 = !09"75.00

Wcv = 7<9;:28<<

P!R"IC! E& E'E /)/

"R$M! $)*

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 4!!2.5 0.002

uro

000 0.00500755.! 0.005004"5.4 0.00500

Acaados 497.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 4!!2?5 * 0?002 = 15.0"<eso prop&o de muro = 000 * 0?00500 = 10.50<eso prop&o de acaados = 497?5 * 0?001000 = 4.94

4.11

W( = .18((

<eso prop&o de %a&uer&a = 755?! * 0?00500 = 2.!4<eso prop&o de %a&uer&a = 4"5?4 * 0?00500 = 1.70

W/ = /871

W. = (8:<



Wcm( = W( Wcm( = .18((

Wcm/ = W( 0 W/ Wcm/ = /871

Wcm. = W( 0 W/ 0 W. Wcm. = (8:<

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 497.5 0.00500

<eso de&do a car$as &as = 497?5 * 0?00500 = 24.!9

Wcv( = /1879

"R$M! *)C

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05

Al&$erado 4!!2.5 0.002

Acaados 497.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado en la &$a = 4!!2?5 * 0?002 = 15.0"<eso prop&o de acaados en la &$a = 497?5 * 0?001000 = 4.94

W( = /.87(

Wcm( = W( Wcm( = /.87(

C$RG$ %I%$


mm mm /mm /mm2 /mmA@#A 497.5 0.00500

<eso de&do a car$as &as en la &$a = 497?5* 0?00500 = 24.!9

Wcv = /1879

"R$M! C)

C$RG$ MUER"$




mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 21. 0.002uro 0.0 0 0.00500Acaados 24!"." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0

<eso prop&o del al&$erado = 21? * 0?002 = 7.54<eso prop&o de muro = 0?00 * 0?00500 = 0.00<eso prop&o de acaados = 24!"?" * 0?001000 = 2.47

W( = (.87(

Wcm( = W( Wcm( = (.87(

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 24!"." 0.00500

<eso de&do a car$as &as = 497?5 * 0?00500 = 12.4

Wcv = (/8.1

"R$M! )E

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 21. 0.002uro 0.0 0 0.00500Acaados 24!"." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 21? * 0?002 = 7.54<eso prop&o de muro = 0?00 * 0?00500 = 0.00

<eso prop&o de acaados = 24!"?" * 0?001000 = 2.47

W( = (.87(

Wcm( = W( Wcm( = (.87(

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 24!"." 0.00500


W (/ .1



P!R"IC! E& E'E .).

"R$M! $)*

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05

Al&$erado24".0 0.002!9".0 0.002

uro

000 0.00500215.2 0.005004"5.4 0.00500

Acaados

249".0 0.001000

99".0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 24"?0 * 0?002 = 7.59<eso prop&o de muro = 000 * 0?00500 = 10.50<eso prop&o de acaados = 249"?0 * 0?00100 = 2.50

24.19

W( = /18(9

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0

<eso prop&o del al&$erado = !9"?0 * 0?002 = 11.9!<eso prop&o de muro = 0?00 * 0?00500 = 0.00<eso prop&o de acaados = 99"?0 * 0?001000 = 4.00

19.55

W/ = (9822

<eso prop&o de %a&uer&a = 215?2 * 0?00500 = 0.75<eso prop&o de %a&uer&a = 4"5?4 * 0?00500 = 1.70

W. = <8:2

W1 = (8:<

Wcm( = W( Wcm( = /18(9

Wcm/ = W/ Wcm/ = (9822

Wcm. = W( 0 W. 0 W1 Wcm. = /7871

Wcm1 = W( 0 W. Wcm1 = /1891

Wcm2 = W/ 0 W. Wcm1 = /<8.(

Carga de la %iga / 3E4e $ ) $5 P = .1<72

C$RG$ %I%$




mm mm /mm /mm2 /mm

A@#A249".0 0.0050099".0 0.00500

<eso de&do a car$as &as = 249"?0 * 0?00500 = 12.49<eso de&do a car$as &as = 99"?0 * 0?00500 = 19.99

Wcv( = (/819

Wcv( = (9899

"R$M! *)C

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05

Al&$erado !9".0 0.002

Acaados 99".0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado en la &$a = !9"?0 * 0?002 = 11.9!<eso prop&o de acaados en la &$a = 99"?0 * 0?001000 = 4.00

W( = (9822

Wcm( = W( Wcm( = (9822

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 99".0 0.00500

<eso de&do a car$as &as en la &$a = 99"?0 * 0?00500 = 19.99

Wcv = (9899

"R$M! C)

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 1"49.0 0.002 0 0 0 0 00500



Acaados 1999.0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 1"49?0 * 0?002 = 5.9"<eso prop&o de muro = 0?00 * 0?00500 = 0.00<eso prop&o de acaados = 1999?0 * 0?001000 = 2.00

W( = ((82;

Wcm( = W( Wcm( = ((82;

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 1999.0 0.00500


Wcv = (<8<<

"R$M! )E

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 1"49.0 0.002uro 0.0 0 0.00500Acaados 1999.0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 1"49?0 * 0?002 = 5.9"<eso prop&o de muro = 0?00 * 0?00500 = 0.00<eso prop&o de acaados = 1999?0 * 0?001000 = 2.00

W( = ((82;

Wcm( = W( Wcm( = ((82;

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 1999.0 0.00500

<eso de&do a car$as &as = 99"?0 * 0?00500 = 10.00

Wcv = (<8<<

P!R"IC! E& E'E 1 ) 1



"R$M! $)*

C$RG$ MUER"$



mm mm /mm /mm2 /mm;&$a 00 500 2.40E60Al&$erado 19." 2.Al&$erado 274." 2.uro 000 0.000000Acaados 141. 0.001000Acaados 2"5!. 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del al&$erado = 19?" * 0?002 = 450!45."<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 141? * 0?001000 = 1.4

W( = >>>

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del al&$erado = 274?" * 0?002 = ""7145."<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 2"5!? * 0?001000 = 2."!

W/ = >>>

Wcm( = W( Wcm( = >>>

Wcm/ = W/ Wcm/ = >>>

Carga de la %iga / 3E4e $ ) $5 P = .1<72

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 141. 500.00000A@#A 2"5!. 500.00000

<eso de&do a car$as &as = 141? * 0?00500 = 715!25.00<eso de&do a car$as &as = 2"5!? * 0?00500 = 142"125.00

Wcv( = :(27/28<<

Wcv/ = (1/;(/28<<

"R$M! *)C

C$RG$ MUER"$




mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60

Al&$erado19." 2.150

uro 000 0.000000Acaados 2"5!. 0.001000


W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A141. 500.000001425

<eso de&do a car$as &as = 2"5!? * 0?00500 = 142"125.00

Wcv = (1/;(/28<<

"R$M! C)

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60

Al&$erado55" 2.150

uro 000 0.000000Acaados 2020 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del al&$erado = 190" * 0?0042 = !1!75".<eso prop&o de muro = 000 * 0?00500 = 0.00<eso prop&o de acaados = 2020 * 0?001000 = 2.02

W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A595 500.000001425



<eso de&do a car$as &as = 2020 * 0?00500 = 1010000.00

Wcv = (<(<<<<8<<

"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco)b? $lto) &onguitud Peso-mm. 6eso-mm/

mm mm mm /mm /mm2

;&$a 00 500 2.40E60

Al&$erado19." 2.150

uro 000 0.000000Acaados 2"5!. 0.001000


W( = >>>


<eso prop&o del al&$erado = 274?" * 0?002 = ""7145."

<eso prop&o de acaados = 2"5!? * 0?001000 = 2."!

W/ = >>>

Wcm( = W( Wcm( = >>>

Wcm/ = W/ Wcm/ = >>>

C$RG$ %I%$


A@#A141. 500.00000

1425

<eso de&do a car$as &as = 2"5!?* 0?00500 = 142"125.00

Wcv = (1/;(/28<<

P!R"IC! E& E'E 2)2"R$M! $)*



C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 140!. 2.uro 000 0.00500Acaados 14!"." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 140!? * 0?002 = 454!"7.50<eso prop&o de muro = 000 * 0?00500 = 10.50<eso prop&o de acaados = 14!"?" * 0?001000 = 1.47

W( = 121:<.8<:

Wcm( = W( Wcm( = 121:<.8<:

C$RG$ %I%$


mm mm /mm /mm2 /mm

A@#A 14!"." 500.00000

<eso de&do a car$as &as = 14!"?"* 0?00500 = 7475.00

Wcv = :.1.:28<<

"R$M! *)C

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 140!. 2.

uro 000 0.00500Acaados 14!"." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 140!? * 0?002 = 454!"7.50<eso prop&o de muro = 000 * 0?00500 = 10.50<eso prop&o de acaados = 14!"?" * 0?001000 = 1.47

W( = 121:<.8<:

Wcm( = W( Wcm( = 121:<.8<:

C$RG$ %I%$

E&EMEN"!



mm mm /mm /mm2 /mm

A@#A 14!"." 500.00000


Wcv = :.1.:28<<

"R$M! C)

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40E60uro 1490 0.000000Acaados 0.0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = !0000000.00<eso prop&o del muro = 1490 * 0?00500 = 0.00<eso prop&o de acaados = 0 * 0?001000 = 0.00

W( = >>>

Wcm( = W( Wcm( = >>>

C$RG$ %I%$


A@#A 0 500.00000

<eso de&do a car$as &as = 0 * 0?00500 = 0.00

Wcv = <8<<

"R$M! )E

C$RG$ MUER"$



mm mm /mm /mm2 /mm

;&$a 00 500 2.40EB05Al&$erado 140!. 2.uro 000 0.00500Acaados 14!"." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 = .!0<eso prop&o del al&$erado = 140!? * 0?002 = 454!"7.50

<eso prop&o de muro = 000 * 0?00500 = 10.50<eso prop&o de acaados = 14!"?" * 0?001000 = 1.47



W( = 121:<.8<:

Wcm( = W( Wcm( = 121:<.8<:

C$RG$ %I%$


mm mm /mm /mm2 /mmA@#A 14!"." 500.00000


Wcv = :.1.:28<<



/mm/mm/mm/mm

/mm

/mm

/mm

/mm

/mm

/mm/mm/mm



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/mm



"ERCER NI

P!R"IC! E& E'




mm mm /mm

;&$a 00 500 2.40E60Al&$erado 214.5uro 000Acaados 249.5

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 214?5 * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 249?5 * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 249.5

<eso de&do a car$as &as = 249?5* 0?0

"R$M! *)C

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40E60Al&$erado 214.5uro 000Acaados 249.5

<eso prop&o de la &$a = 00 * 500 *

<eso prop&o del al&$erado = 214?5 * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 249?5 * 0?



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm.mm mm /mm

A@#A 249.5

<eso de&do a car$as &as = 249?5* 0?0

"R$M! C)

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40E60Al&$erado 1157.uro 000Acaados 1219."

<eso prop&o de la &$a = 00 * 500 *

<eso prop&o del al&$erado = 1157? * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 1219?" * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 1219."

<eso de&do a car$as &as = 1219?" * 0?

"R$M! )E

C$RG$ MUER"$





;&$a 00 500 2.40E60Al&$erado 1157.uro 000Acaados 1219."

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 1157? * 0?

<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 1219?" * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 1219."

<eso de&do a car$as &as = 1219?" * 0?

P!R"IC! E& E'

"R$M! $)*

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 4!!2.5

uro

000755.!4"5.4

Acaados 497.5

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 4!!2?5 * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 497?5 * 0?

<eso prop&o de %a&uer&a = 755?! * 0?0<eso prop&o de %a&uer&a = 4"5?4 * 0?0



Wcm( = W(

Wcm/ = W( 0 W/

Wcm. = W( 0 W/ 0 W.

C$RG$ %I%$


mm mm /mm

A@#A 497.5

<eso de&do a car$as &as = 497?5 * 0?

"R$M! *)C

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05

Al&$erado 4!!2.5

Acaados 497.5

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado en la &$a = 4!!2?5 * 0?<eso prop&o de acaados en la &$a = 497?5 * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mmA@#A 497.5

<eso de&do a car$as &as en la &$a = 497?5* 0?0

"R$M! C)

C$RG$ MUER"$




mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 21.uro 0.0 0Acaados 24!"."

<eso prop&o de la &$a = 00 * 500 *

<eso prop&o del al&$erado = 21? * 0?<eso prop&o de muro = 0?00 * 0?00<eso prop&o de acaados = 24!"?" * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 24!"."


"R$M! )E

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 21.uro 0.0 0Acaados 24!"."

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 21? * 0?<eso prop&o de muro = 0?00 * 0?00

<eso prop&o de acaados = 24!"?" * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 24!"."




P!R"IC! E& E'

"R$M! $)*

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05

Al&$erado24".0!9".0

uro

000215.24"5.4

Acaados

249".0

99".0

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 24"?0 * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 249"?0 * 0?

<eso prop&o de la &$a = 00 * 500 *

<eso prop&o del al&$erado = !9"?0 * 0?<eso prop&o de muro = 0?00 * 0?00<eso prop&o de acaados = 99"?0 * 0?

<eso prop&o de %a&uer&a = 215?2 * 0?0<eso prop&o de %a&uer&a = 4"5?4 * 0?0

Wcm( = W(

Wcm/ = W/

Wcm. = W( 0 W. 0 W1

Wcm1 = W( 0 W.

Wcm2 = W/ 0 W.


C$RG$ %I%$




mm mm /mm

A@#A249".099".0

<eso de&do a car$as &as = 249"?0 * 0?<eso de&do a car$as &as = 99"?0 * 0?

"R$M! *)C

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05

Al&$erado !9".0

Acaados 99".0

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado en la &$a = !9"?0 * 0?<eso prop&o de acaados en la &$a = 99"?0 * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 99".0

<eso de&do a car$as &as en la &$a = 99"?0 * 0?

"R$M! C)

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 1"49.0 0 0 0



Acaados 1999.0

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 1"49?0 * 0?<eso prop&o de muro = 0?00 * 0?00<eso prop&o de acaados = 1999?0 * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 1999.0


"R$M! )E

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 1"49.0uro 0.0 0Acaados 1999.0

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 1"49?0 * 0?<eso prop&o de muro = 0?00 * 0?00<eso prop&o de acaados = 1999?0 * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 1999.0

<eso de&do a car$as &as = 99"?0 * 0?

P!R"IC! E& E'E



"R$M! $)*

C$RG$ MUER"$



mm mm /mm;&$a 00 500 2.40E60Al&$erado 19."Al&$erado 274."uro 000Acaados 141.Acaados 2"5!.

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 19?" * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 141? * 0?


Wcm( = W(

Wcm/ = W/


C$RG$ %I%$


mm mm /mm

A@#A 141.A@#A 2"5!.

<eso de&do a car$as &as = 141? * 0?<eso de&do a car$as &as = 2"5!? * 0?

"R$M! *)C

C$RG$ MUER"$




mm mm /mm

;&$a 00 500 2.40E60

Al&$erado19."150

uro 000Acaados 2"5!.


Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A141.1425

<eso de&do a car$as &as = 2"5!? * 0?

"R$M! C)

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40E60

Al&$erado55"

150uro 000Acaados 2020

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 190" * 0?00<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 2020 * 0?00

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A595

1425



<eso de&do a car$as &as = 2020 * 0?00

"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco)b? $lto) &onguitud

mm mm mm

;&$a 00 500

Al&$erado19."150

uro 000Acaados 2"5!.


<eso prop&o de la &$a = 00 * 500 *

<eso prop&o del al&$erado = 274?" * 0?

<eso prop&o de acaados = 2"5!? * 0?

Wcm( = W(

Wcm/ = W/

C$RG$ %I%$


A@#A141.

1425

<eso de&do a car$as &as = 2"5!?* 0?0

P!R"IC! E& E'"R$M! $)*



C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 140!.uro 000Acaados 14!"."

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 140!? * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 14!"?" * 0?

Wcm( = W(

C$RG$ %I%$


mm mm /mm

A@#A 14!"."

<eso de&do a car$as &as = 14!"?"* 0?0

"R$M! *)C

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 140!.

uro 000Acaados 14!"."

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 140!? * 0?<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 14!"?" * 0?

Wcm( = W(

C$RG$ %I%$

E&EMEN"!



mm mm /mm

A@#A 14!"."


"R$M! C)

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40E60uro 1490Acaados 0.0

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del muro = 1490 * 0?00<eso prop&o de acaados = 0 * 0?00100

Wcm( = W(

C$RG$ %I%$


A@#A 0

<eso de&do a car$as &as = 0 * 0?00500

"R$M! )E

C$RG$ MUER"$



mm mm /mm

;&$a 00 500 2.40EB05Al&$erado 140!.uro 000Acaados 14!"."

<eso prop&o de la &$a = 00 * 500 *<eso prop&o del al&$erado = 140!? * 0?

<eso prop&o de muro = 000 * 0?00<eso prop&o de acaados = 14!"?" * 0?



Wcm( = W(

C$RG$ %I%$


mm mm /mmA@#A 14!"."




E&

() (

6eso-mm/ 6eso-mm

/mm2 /mm

2.0.0000000.001000

2?4EB5 = !0000000.00 /mm 02 = 74"55.00 /mm

500 = 0.00 /mm 01000 = 2.44 /mm

W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000

0500 = 1219750.00 /mm

Wcv = (/(9:2<8<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

2.0.0000000.001000

2?4EB5 = !0000000.00 /mm

02 = 74"55.00 /mm500 = 0.00 /mm01000 = 2.44 /mm



W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm/mm2 /mm

500.00000

0500 = 1219750.00 /mm

Wcv = (/(9:2<8<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

2.0.0000000.001000

2?4EB5 = !0000000.00 /mm

02 = 74177.50 /mm500 = 0.00 /mm 01000 = 1.22 /mm

W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000

0500 = !09"75.00 /mm

Wcv = 7<9;:28<< /mm

6eso-mm/ 6eso-mm



2.0.0000000.001000

2?4EB5 = !0000000.00 /mm 02 = 74177.50 /mm

500 = 0.00 /mm 01000 = 1.22 /mm

W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000

0500 = !09"75.00 /mm

Wcv = 7<9;:28<< /mm

/)/

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.005000.005000.005000.001000

2?4EB5 = .!0 /mm 02 = 15.0" /mm

500 = 10.50 /mm 01000 = 4.94 /mm

4.11

W( = .18(( /mm

500 = 2.!4 /mm500 = 1.70 /mm

W/ = /871 /mm

W. = (8:< /mm



Wcm( = .18(( /mm

Wcm/ = /871 /mm

Wcm. = (8:< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 24.!9 /mm

Wcv( = /1879 /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.001000

2?4EB5 = .!0 /mm 02 = 15.0" /mm 01000 = 4.94 /mm

W( = /.87( /mm

Wcm( = /.87( /mm

6eso-mm/ 6eso-mm

/mm2 /mm0.00500

0500 = 24.!9 /mm

Wcv = /1879 /mm



/mm2 /mm

0.0020.005000.001000

2?4EB5 = .!0 /mm

02 = 7.54 /mm500 = 0.00 /mm

01000 = 2.47 /mm

W( = (.87( /mm

Wcm( = (.87( /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 12.4 /mm

Wcv = (/8.1 /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.005000.001000

2?4EB5 = .!0 /mm 02 = 7.54 /mm

500 = 0.00 /mm

01000 = 2.47 /mm

W( = (.87( /mm

Wcm( = (.87( /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 12.4 /mm

W (/ .1 /



.).

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.0020.005000.005000.005000.001000

0.001000

2?4EB5 = .!0 /mm 02 = 7.59 /mm

500 = 10.50 /mm 0100 = 2.50 /mm

24.19

W( = /18(9 /mm

2?4EB5 = .!0 /mm

02 = 11.9! /mm500 = 0.00 /mm 01000 = 4.00 /mm

19.55

W/ = (9822 /mm

500 = 0.75 /mm500 = 1.70 /mm

W. = <8:2 /mm

W1 = (8:< /mm

Wcm( = /18(9 /mm

Wcm/ = (9822 /mm

Wcm. = /7871 /mm

Wcm1 = /1891 /mm

Wcm1 = /<8.( /mm

P = .1<72



6eso-mm/ 6eso-mm

/mm2 /mm

0.005000.00500

0500 = 12.49 /mm 0500 = 19.99 /mm

Wcv( = (/819 /mm

Wcv( = (9899 /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.001000

2?4EB5 = .!0 /mm 02 = 11.9! /mm 01000 = 4.00 /mm

W( = (9822 /mm

Wcm( = (9822 /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 19.99 /mm

Wcv = (9899 /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020 00500



0.001000

2?4EB5 = .!0 /mm 02 = 5.9" /mm

500 = 0.00 /mm 01000 = 2.00 /mm

W( = ((82; /mm

Wcm( = ((82; /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 10.00 /mm

Wcv = (<8<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0020.005000.001000

2?4EB5 = .!0 /mm 02 = 5.9" /mm

500 = 0.00 /mm 01000 = 2.00 /mm

W( = ((82; /mm

Wcm( = ((82; /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.00500

0500 = 10.00 /mm

Wcv = (<8<< /mm

1 ) 1



6eso-mm/ 6eso-mm

/mm2 /mm

2.2.0.0000000.0010000.001000

2?4EB5 = !0000000.00 /mm 02 = 450!45." /mm

500 = 0.00 /mm 01000 = 1.4 /mm

W( = >>> /mm

2?4EB5 = !0000000.00 /mm 02 = ""7145." /mm

500 = 0.00 /mm 01000 = 2."! /mm

W/ = >>> /mm

Wcm( = >>> /mm

Wcm/ = >>> /mm

P = .1<72

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000500.00000

0500 = 715!25.00 /mm 0500 = 142"125.00 /mm

Wcv( = :(27/28<< /mm

Wcv/ = (1/;(/28<< /mm



/mm2 /mm

2.

0.0000000.001000

2?4EB5 = !0000000.00 /mm 02 = ""7145." /mm

500 = 0.00 /mm 01000 = 2."! /mm

W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000

0500 = 142"125.00 /mm

Wcv = (1/;(/28<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

2.

0.0000000.001000

2?4EB5 = !0000000.00 /mm42 = !1!75". /mm500 = 0.00 /mm1000 = 2.02 /mm

W( = >>> /mm

Wcm( = >>> /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000



500 = 1010000.00 /mm

Wcv = (<(<<<<8<< /mm

Peso-mm. 6eso-mm/ 6eso-mm

/mm /mm2 /mm

2.40E602.

0.0000000.001000

2?4EB5 = !0000000.00 /mm 02 = ""7145." /mm

500 = 0.00 /mm 01000 = 2."! /mm

W( = >>> /mm

2?4EB5 = !0000000.00 /mm

02 = ""7145." /mm

01000 = 2."! /mm

W/ = >>> /mm

Wcm( = >>> /mm

Wcm/ = >>> /mm


500.00000

0500 = 142"125.00 /mm

Wcv = (1/;(/28<< /mm

2)2



6eso-mm/ 6eso-mm

/mm2 /mm

2.0.005000.001000

2?4EB5 = .!0 /mm 02 = 454!"7.50 /mm

500 = 10.50 /mm 01000 = 1.47 /mm

W( = 121:<.8<: /mm

Wcm( = 121:<.8<: /mm

6eso-mm/ 6eso-mm

/mm2 /mm

500.00000

0500 = 7475.00 /mm

Wcv = :.1.:28<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

2.

0.005000.001000

2?4EB5 = .!0 /mm 02 = 454!"7.50 /mm

500 = 10.50 /mm 01000 = 1.47 /mm

W( = 121:<.8<: /mm

Wcm( = 121:<.8<: /mm



/mm2 /mm

500.00000

0500 = 7475.00 /mm

Wcv = :.1.:28<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

0.0000000.001000

2?4EB5 = !0000000.00 /mm500 = 0.00 /mm0 = 0.00 /mm

W( = >>> /mm

Wcm( = >>> /mm


500.00000

= 0.00 /mm

Wcv = <8<< /mm

6eso-mm/ 6eso-mm

/mm2 /mm

2.0.005000.001000

2?4EB5 = .!0 /mm 02 = 454!"7.50 /mm

500 = 10.50 /mm 01000 = 1.47 /mm



W( = 121:<.8<: /mm

Wcm( = 121:<.8<: /mm

6eso-mm/ 6eso-mm

/mm2 /mm500.00000

0500 = 7475.00 /mm

Wcv = :.1.:28<< /mm





E&EMEN"!$nco

m

;&$a 0.Al&$erado 2.145uroAcaados 2.495

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o de muro<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 2.495

<eso de&do a car$as &as

"R$M! *)C

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.Al&$erado 2.145uroAcaados 2.495

<eso prop&o de la &$a

<eso prop&o del al&$erado<eso prop&o de muro<eso prop&o de acaados



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $ncom

A'o%ea 2.495


"R$M! C)

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.Al&$erado 1.157uroAcaados 1.219"



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 1.219"


"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco



;&$a 0.Al&$erado 1.157uroAcaados 1.219"

<eso prop&o de la &$a<eso prop&o del al&$erado

<eso prop&o de muro<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 1.219"


"R$M! $)*

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.Al&$erado 4.!!

uro 0.0000.000

Acaados 4.9"


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco



A'o%ea 4.975


"R$M! *)C

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.

Al&$erado 4.!!

Acaados 4.9"

<eso prop&o de la &$a<eso prop&o del al&$erado en la<eso prop&o de acaados en la

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

mA'o%ea 4.9"

<eso de&do a car$as &as en l

"R$M! C)

C$RG$ MUER"$




m

;&$a 0.Al&$erado 2.1uro 0.000Acaados 2.4!9



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 2.4!""


"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.Al&$erado 2.1uro 0.000Acaados 2.4!9

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o de muro

<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 2.4!9




"R$M! $)*

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.

Al&$erado2.4".!9"

uro 0.0000.000

Acaados

2.49"

.99"




Wcm( = W(

Wcm/ = W/

Carga de la %i

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 2.49".99"

<eso de&do a car$as &as<eso de&do a car$as &as



"R$M! *)C

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.

Al&$erado .!9"

Acaados .99"

<eso prop&o de la &$a<eso prop&o del al&$erado en la<eso prop&o de acaados en la

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea .99"

<eso de&do a car$as &as en l

"R$M! C)

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 0.Al&$erado 1."49 0 000



Acaados 1.999


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

1.999


"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00Al&$erado 1"49.0uro 0.0Acaados 1999.0


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A@#A 1999.0




"R$M! $)*

C$RG$ MUER"$


E&EMEN"!$nco)b?

mm;&$a 00Al&$erado 19."Al&$erado 274."uroAcaados 1450Acaados 2950

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o de acaados


Wcm( = W(

Wcm/ = W/

Carga de la %i

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 1450A'o%ea 2950

<eso de&do a car$as &as<eso de&do a car$as &as

"R$M! *)C

C$RG$ MUER"$




m

;&$a 00

Al&$erado19."150

Acaados 29!"."


<eso prop&o del al&$erado<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea

14!"."

1500


"R$M! C)

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00

Al&$erado55"

150Acaados 21



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea!

1500




"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco)b?

mm

;&$a 00

Al&$erado19."150

Acaados 29!"."


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 14!"."

1500


"R$M! $)*



C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00Al&$erado 140!.uroAcaados 14!"."


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

m

A'o%ea 14!"."


"R$M! *)C

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00Al&$erado 140!.

uroAcaados 14!"."


Wcm( = W(

C$RG$ %I%$

E&EMEN"!



m

A'o%ea 14!"."


"R$M! C)

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00uroAcaados 0.0

<eso prop&o de la &$a<eso prop&o del muro<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $ncom

A@#A 0


"R$M! )E

C$RG$ MUER"$


E&EMEN"!$nco

m

;&$a 00Al&$erado 140!.uroAcaados 14!"."





Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco

mA'o%ea 14!"."




$@!"E$

P!R"IC! E& E'E ( ) (

$lto) Peso-m. 6eso-m/ 6eso-m

m $/m $/m2 $/m

0.5 2.40E602.

1 4.975100.000

= !0.00 $/m = 74".! $/m = 4.9" $/m = 24.95 $/m

W( = (.2:8/; $/m

Wcm( = (.2:8/; $/m


m $/m $/m2 $/m

200.00

= 4"7.90 $/m

Wcv = 1;:89< $/m


m $/m $/m2 $/m

0.5 2.40E602.

1 4.975100.000

= !0.00 $/m

= 74".! $/m = 4.9" $/m= 24.95 $/m



W( = (.2:8/; $/m

Wcm( = (.2:8/; $/m

$lto) Peso-m. 6eso-m/ 6eso-mm $/m $/m2 $/m

200.00

= 4"7.90 $/m

Wcv = 1;:89< $/m


m $/m $/m2 $/m

0.5 2.40E602.

1 2.!0100.00

= !0.00 $/m

= 74.1" $/m = 2.!0 $/m = 121.9" $/m

W( = ;2;8:2 $/m

Wcm( = ;2;8:2 $/m


m $/m $/m2 $/m

200.00

= 24.95 $/m

Wcv = /1.892 $/m




0.5 2.40E602.

1 4.475100.00

= !0.00 $/m = 74.1" $/m

= 4.4" $/m = 121.9" $/m

W( = ;7<87. $/m

Wcm( = ;7<87. $/m


m $/m $/m2 $/m

200.00

= 24.95 $/m

Wcv = /1.892 g-m

P!R"IC! E& E'E /)/


m $/m $/m2 $/m

0.5 2.40E602.

0 4.9754.9754.975

100.000

= !0.00 $/m = 1507.54 $/m = 0.00 $/m = 49.75 $/m

W( = /.7(8/9 $/m

Wcm( = /.7(8/9 $/m




200.00

= 9"7.50 $/m

Wcv( = 9;:82< $/m


m $/m $/m2 $/m

0.5 2.40E602.100.00

= !0.00 $/m&$a = 1507.54 $/m&$a = 49.75 $/m

W( = /.7(8/9 $/m

Wcm( = /.7(8/9 $/m


m $/m $/m2 $/m200.00

&$a = 9"7.50 $/m

Wcv = 9;:82< $/m



m $/m $/m2 $/m

0.5 2.40E602.

0 2.!00100.000

= !0.00 $/m

= 75.77 $/m = 0.00 $/m = 24!."" $/m

W( = (.7<872 $/m

Wcm( = (.7<872 $/m


m $/m $/m2 $/m

200.00

= 49.75 $/m

Wcv = 19.8:2 $/m


m $/m $/m2 $/m

0.5 2.40E602.

0 4.475100.000

= !0.00 $/m = 75.77 $/m = 0.00 $/m

= 24!."" $/m

W( = (.7<872 $/m

Wcm( = (.7<872 $/m


m $/m $/m2 $/m

200.00

= 49.75 $/m

W 19. :2 /



P!R"IC! E& E'E .).


m $/m $/m2 $/m

0.5 2.40E602.2.

4.9754.9754.975

100.000

100.000

= !0.00 $/m = 759.19 $/m = 14.9 $/m = 249."0 $/m

1".91

W( = (.;.89( $/m

= !0.00 $/m

= 1195.!9 $/m = 0.00 $/m = 99."0 $/m

1955.49

W/ = (922819 $/m

Wcm( = (.;.89( $/m

Wcm/ = (922819 $/m

ga / 3E4e $ ) $5 P( = /799( $


m $/m $/m2 $/m

200.00200.00

= 499.!0 $/m = 799.!0 $/m

Wcv( = 19987< $/m

W ( :99 7< /




m $/m $/m2 $/m

0.5 2.40E602.100.000

= !0.00 $/m&$a = 1195.!9 $/m&$a = 99."0 $/m

W( = (922819 $/m

Wcm( = (922819 $/m


m $/m $/m2 $/m

200.00

&$a = 799.!0 $/m

Wcv = :9987< $/m


m $/m $/m2 $/m

0.5 2.40E602.

0 1!9



100.00

= !0.00 $/m = 597."4 $/m = 0.00 $/m = 199.90 $/m

W( = ((2:8:1 $/m

Wcm( = ((2:8:1 $/m


m $/m $/m2 $/m

500.00

= 999.50 $/m

Wcv = 99982< $/m


m $/m $/m2 $/m

500 2.40EB05 0.0020 0.00500

0.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 1"49?0 * 0?002 = 5.9" /mm = 0?00 * 0?00500 = 0.00 /mm = 1999?0 * 0?001000 = 2.00 /mm

W( = ((82; /mm

Wcm( = ((82; /mm


m $/m $/m2 $/m

0.00200

= 1999?0 * 0?00500 = 4.00 /mm

Wcv = 18<< /mm

P!R"IC! E& E'E 1 ) 1



$lto) Peso-mm. 6eso-mm/ 6eso-mm

mm /mm /mm2 /mm500 2.40E60

2.2.

2400 0.0000000.0010000.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 274?" * 0?002 = ""7145." /mm = 2950 * 0?001000 = 2.95 /mm

W( = >>> /mm

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 19?" * 0?002 = 450!45." /mm = 2400 * 0?00500 = 0.00 /mm = 1450 * 0?001000 = 1.45 /mm

W/ = >>> /mm

Wcm( = >>> /mm

Wcm/ = >>> /mm

ga / 3E4e $ ) $5 P/ = (/;:9


m $/m $/m2 $/m

200.00000200.00000

= 1450 * 0?00200 = 290000.00 /mm = 2970 * 0?00200 = 590000.00 /mm

Wcv( = /9<<<<8<< /mm

Wcv/ = 29<<<<8<< /mm



m $/m $/m2 $/m

500 2.40E602.

0.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm

= 274?" * 0?002 = ""7145." /mm = 29!"?" * 0?001000 = 2.97 /mm

W( = >>> /mm

Wcm( = >>> /mm


m $/m $/m2 $/m

200.00000

= 29!"?" * 0?00200 = 59750.00 /mm

Wcv = 29.:2<8<< /mm


m $/m $/m2 $/m

500 2.40E602.

0.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm

= 190" * 0?002 = !1!75". /mm = 21 * 0?001000 = 2.1 /mm

W( = >>> /mm

Wcm( = >>> /mm


m $/m $/m2 $/m

200.00000



= 21 * 0?00200 = 42!500.00 /mm

Wcv = 1/72<<8<< /mm

$nco $lto) Peso-m. 6eso-m/ 6eso-m

m m $/m $/m2 $/m

500 2.40E602.

0.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 274?" * 0?002 = ""7145." /mm = 29!"?" * 0?001000 = 2.97 /mm

W( = >>> /mm

Wcm( = >>> /mm


m $/m $/m2 $/m

200.00000

= 29!"?" * 0?00200 = 59750.00 /mm

Wcv = 29.:2<8<< /mm

P!R"IC! E& E'E 2)2




m $/m $/m2 $/m

500 2.40EB052.

1000 0.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 140!? * 0?002 = 454!"7.50 /mm = 1000 * 0?00500 = .50 /mm = 14!"?" * 0?001000 = 1.47 /mm

W( = 1217978<: /mm

Wcm( = 1217978<: /mm


m $/m $/m2 $/m

200.00000

= 14!"?"* 0?00200 = 29750.00 /mm

Wcv = /9.:2<8<< /mm


m $/m $/m2 $/m

500 2.40EB052.

1000 0.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 140!? * 0?002 = 454!"7.50 /mm = 1000 * 0?00500 = .50 /mm = 14!"?" * 0?001000 = 1.47 /mm

W( = 1217978<: /mm

Wcm( = 1217978<: /mm



m $/m $/m2 $/m

200.00000

= 14!"?"* 0?00200 = 29750.00 /mm

Wcv = /9.:2<8<< /mm


m $/m $/m2 $/m

500 2.40E602500 0.000000

0.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 2500 * 0?00500 = 0.00 /mm = 0 * 0?001000 = 0.00 /mm

W( = >>> /mm

Wcm( = >>> /mm

$lto) Peso-m. 6eso-m/ 6eso-mm $/m $/m2 $/m

500.00

= 0 * 0?00500 = 0.00 /mm

Wcv = <8<< /mm


m $/m $/m2 $/m

500 2.40EB052.

1000 0.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 140!? * 0?002 = 454!"7.50 /mm

= 1000 * 0?00500 = .50 /mm = 14!"?" * 0?001000 = 1.47 /mm



W( = 1217978<: /mm

Wcm( = 1217978<: /mm


m $/m $/m2 $/m200.00000

= 14!"?"* 0?00200 = 29750.00 /mm

Wcv = /9.:2<8<< /mm



PRIMER, SEGUN!, "ERCER! # CU$R"

P!R"IC! E& E'E $ ) $

"R$M! ()/C$RG$ MUER"$


E&EMEN"!$nco $lto) Peso-m. 6eso-m/

m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 1.2"1 2.uro .000 4.4"Acaados 1.44 100.00

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o del muro =<eso prop&o de acaados =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-m. 6eso-m/

m m $/m $/m2

>ICIA 1.44 500.00


Wcv =

"R$M! /).

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 1.25! 2.uro 4.59!Acaados 1.0! 100.000


<eso prop&o del al&$erado =<eso prop&o del muro =<eso prop&o de acaados =



W( =

Wcm( = W( Wcm( =

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-m. 6eso-m/m m $/m $/m2

>ICIA 1.0! 500.00


Wcv =

"R$M! .)1

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60uro 1.49 2.!0Acaados 0.0 100.00

<eso prop&o de la &$a =<eso prop&o del muro =


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 0 500.00


Wcv =

"R$M! 1)2

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al& d 2 5125 2



uro 5.4"Acaados 2.!"75 100.00


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2.!"" 500.00


Wcv =

P!R"IC! E& E'E * ) *

"R$M! ()/

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 2.5500 2.uro 0 4.479Acaados 2.!"75 100.000

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o del muro =


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2.!"75 500.00


W



"R$M! .)1

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 1.7250 2.uro 0 2.!0Acaados 1."75 100.00


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 1."75 500.00


Wcv =

"R$M! 1)2

C$RG$ MUER"$



m m $/m $/m2;&$a 0. 0.5 2.40E60Al&$erado 5.100 2.uro 0 5.475Acaados 5.75 100.000


W( =

Wcm( = W( Wcm( =



C$RG$ %I%$


m m $/m $/m2

A@#A 5.75 500.00


Wcv =

P!R"IC! E& E'E C ) C

"R$M! ()/

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 2.!1"" 2.uro 0 4.479Acaados 2."4" 100.000

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o del muro =


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2."4" 500.00


Wcv =

"R$M! /).

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al& d 1 "0! 2



Acaados 1.99" 100.00

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o de acaados =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 1.9975 500.00


Wcv =

"R$M! .)1

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60

Al&$erado 1.94" 2.Acaados 2.09" 100.00


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2.09" 500.00


Wcv =

"R$M! 1)2

C$RG$ MUER"$





m m $/m $/m2

;&$a 0. 0.5 2.40E60

Al&$erado.""75

2.575

uro

Acaados4.1"75

2.!"75



<eso prop&o de muro =


W( =



<eso prop&o de muro =


W/ =

Wcm( = W( Wcm( =

Wcm/ = W/ Wcm/ =

Carga de la %iga / 3E4e 2 ) 25 P =

C$RG$ %I%$


m m $/m $/m2

>ICIA 4.1"75 500.00

>ICIA 2.!"75 500.00


Wcv( =


Wcv( =

P!R"IC! E& E'E )

"R$M! ()/

C$RG$ MUER"$





m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado .!!25 2.

Acaados .9!25 100.00


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA .9!25 500.00


Wcv =

"R$M! /).

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado .!!25 2.Acaados .9!25 100.00



W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

A@#A .9!25 500.00


W



"R$M! .)1

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 1."1 2.Acaados 1.9"1 100.00


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

A@#A 1.9"1 500.00


Wcv =

"R$M! 1)2

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60

Al&$erado .!!25Al&$erado 2.125uro Ta&uera 1.2125Acaados .925Acaados 2.425


W( =

< & d l &



<eso prop&o del al&$erado =<eso prop&o de acaados =

W/ =

<eso prop&o de %a&uera =

W. =

Wcm( = W( Wcm( =

Wcm/ = W/ Wcm/ =


Wcm. = P 0 W. Wcm. =

C$RG$ %I%$


m m $/m $/m2

>ICIA .925 500.00

>ICIA 2.425 500.00


Wcv/ =


Wcv( =

P!R"IC! E& E'E E ) E

"R$M! ()/

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 2.125 2.uro 4.4"Acaados 2.4!25 100.00





W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


>ICIA 2.4!25 500.00


Wcv =

"R$M! /).

C$RG$ MUER"$



m m $/m $/m2

;&$a 0. 0.5 2.40E60Al&$erado 2.125 2.uro 4.!0Acaados 2.4!25 100.00



W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2.4!25 500.00


Wcv =

"R$M! .)1

C$RG$ MUER"$



m m $/m $/m2

;& 0 0 5 2 40E60



Al&$erado 1.15! 2.uro 2.!00Acaados 1.21 100.000

<eso prop&o de la &$a =<eso prop&o del al&$erado =<eso prop&o de muro =


W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


m m $/m $/m2

>ICIA 1.21 500.00


Wcv =

"R$M! 1)2

C$RG$ MUER"$



;&$a 0. 0.5 2.40E60Al&$erado 2.125

uro

0.5290.745

Ta&uera 1.2125Acaados 2.425


<eso prop&o de muro =<eso prop&o de acaados =

W( =

<eso prop&o de %a&uera =<eso prop&o de %a&uera =<eso prop&o de %a&uera =

W/ =

W. =

W1 =



Wcm( = W( Wcm( =

Wcm/ = W( 0 W/ 0 W. Wcm/ =

Wcm. = W1 Wcm. =

C$RG$ %I%$


m m $/m $/m2

>ICIA 2.425 500.00


Wcv =





NI%E&

6eso-m

$/m

!0.00 $/m414.27 $/m1.44 $/m

14." $/m

9//8<; $/m

9//8<; $/m

6eso-m

$/m

!71."" $/m

7:(8;; $/m

6eso-m

$/m

!0.00 $/m

40!.19 $/m1.79 $/m

10 ! $/m



9(<87< $/m

9(<87< $/m

6eso-m$/m

!5.1 $/m

72.8(. $/m

6eso-m

$/m

!0.00 $/m."7 $/m

0.00 $/m

.7.8;: $/m

.7.8;: $/m

6eso-m

$/m

0.00 $/m

<8<< $/m

6eso-m

$/m



!0.00 $/m"12." $/m1!.4 $/m

2!".75 $/m

(12:822 $/m

(12:822 $/m

6eso-m

$/m

14.75 $/m

(.1.8:2 $/m

6eso-m

$/m

!0.00 $/m"24.50 $/m

0.00 $/m

2!".75 $/m

(12.8/2 $/m

(12.8/2 $/m

6eso-m

$/m

14.75 $/m

(.1. :2 /



6eso-m

$/m

!0.00 $/m557.75 $/m

0.00 $/m1".75 $/m

((<(82< $/m

((<(82< $/m

6eso-m

$/m

91".75 $/m

9(;8:2 $/m

6eso-m

$/m

!0.00 $/m1!49.00 $/m

0.00 $/m57.50 $/m

/21782< $/m

/21782< $/m



6eso-m

$/m

2!"7.50 $/m

/7;:82< $/m

6eso-m

$/m

!0.00 $/m"4!.7 $/m

0.00 $/m

2"4." $/m

(19(8(< $/m

(19(8(< $/m

6eso-m

$/m

1421."" $/m

(1/(8;; $/m

6eso-m

$/m



!0.00 $/m5"4.02 $/m199." $/m

((1.81< $/m

((1.81< $/m

6eso-m

$/m

99!."" $/m

9978;; $/m

6eso-m

$/m

!0.00 $/m!2".4" $/m209." $/m

((9:8;2 $/m

((9:8;2 $/m

6eso-m

$/m

104!."" $/m

(<178;; $/m



6eso-m 6eso-mm

$/m /mm

2.

2.

5.475

100.000

100.000

!0.00 $/m

"20.4! $/m

1!.4 $/m

2!".75 $/m

(17287. $/m

!0.00 $/m

125!.9! $/m

1!.4 $/m

41".75 $/m

/<2/8(. $/m

(17287. $/m

/<2/8(. $/m

.2922 $/m

6eso-m

$/m

209.75 $/m

/<9.8:2 $/m

14.75 $/m

(.1.8:2 $/m



6eso-m

$/m

!0.00 $/m11"4.21 $/m9!.25 $/m

(91<817 $/m

(91<817 $/m

6eso-m

$/m

19"1.25 $/m

(9;(8/2 $/m

6eso-m

$/m

!0.00 $/m11"4.21 $/m

9!.25 $/m

(91<817 $/m

(91<817 $/m

6eso-m

$/m

19"1.25 $/m

(9;( /2 /



6eso-m

$/m

!0.00 $/m592.10 $/m19".1 $/m

((2<8/. $/m

((2<8/. $/m

6eso-m

$/m

990.! $/m

99<87. $/m

6eso-m

$/m

2.2.

5.4"5.4"

100.00100.00

!0.00 $/m747.71 $/m1!.4 $/m

242.50 $/m

(.7787. $/m

!0 00 /



11"4.21 $/m92.50 $/m

(9.78:( $/m

19.92 D$

(989/ D$

(.7787. $/m

(9.78:( $/m

.2922 $/m

.29:189/ $/m

6eso-m

$/m

19!2.50 $/m

(97/82< $/m

1212.50 $/m

(/(/82< $/m

6eso-m

$/m

!0.00 $/m

747.71 $/m1.44 $/m

24! 25 $/m



(.7:81< $/m

(.7:81< $/m

6eso-m$/m

121.25 $/m

(/.(8/2 $/m

6eso-m

$/m

!0.00 $/m

747.71 $/m1.79 $/m24!.25 $/m

(.7:8:2 $/m

(.7:8:2 $/m

6eso-m

$/m

121.25 $/m

(/.(8/2 $/m

6eso-m

$/m



!0.00 $/m7."5 $/m

7."0 $/m

12.1 $/m

;718:; $/m

;718:; $/m

6eso-m

$/m

!15.! $/m

7(287. $/m

6eso-m$/m

2.5.4"5.4"5.4"5.4"

100.00

!0.00 $/m747.71 $/m

1!.4 $/m242.50 $/m

(.7787. $/m

2."9" $/m4.077 $/m

19.915 $

/89< $

18<; $

(989/ $



(.7787. $/m

(.:.87( $/m

(989/ $/m

6eso-m

$/m

1212.50 $/m

(/(/82< $/m

































SEGUN! NI%E&

P!R"IC! E& E'E $ ) $



E&EMEN"!$nco)b? $lto) Peso-mm. 6eso-mm

mm mm /mm /mm2

;&$a 00 500 2.40E60Al&$erado 12"1.uro 000 0.000000Acaados 14." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 12"1? * 0?002 =<eso prop&o del muro = 000 * 0?005 =<eso prop&o de acaados = 14?" * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm. 6eso-mm/

mm mm /mm /mm2

A@#A 14." 500.00000

<eso de&do a car$as &as = 14?" * 0?00500 =

Wcv =

"R$M! /).

C$RG$ MUER"$


E&EMEN"!$nco)b? $lto) Peso-mm. 6eso-mm

mm mm /mm /mm2

;&$a 00 500 2.40E60Al&$erado 125!.uro 000 0.000000Acaados 10!. 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =

<eso prop&o del al&$erado = 125!? * 0?002 =<eso prop&o del muro = 000 * 0?005 =<eso prop&o de acaados = 10! * 0 001000 =



W( =

Wcm( = W( Wcm( =

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm. 6eso-mm/mm mm /mm /mm2

A@#A 10!. 500.00000

<eso de&do a car$as &as = 10!? * 0?00500 =

Wcv =

"R$M! .)1

C$RG$ MUER"$


E&EMEN"!$nco $lto) Peso-mm. 6eso-mm/

mm mm /mm /mm2

;&$a 00 500 2.40E60uro 1490 0.000000Acaados 0.0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del muro = 1490 * 0?00500 =

<eso prop&o de acaados = 0 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 0 500.00000

<eso de&do a car$as &as = 0 * 0?00500 =

Wcv =

"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco)b? $lto) Peso-mm. 6eso-mm

mm mm /mm /mm2

;&$a 00 500 2.40E60Al& d 2512 5





"R$M! .)1

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05Al&$erado 1725.0 0.002uro 0 0.00500Acaados 1"7.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 2550?0 * 0?002 =<eso prop&o del muro = 0?00 * 0?005 =<eso prop&o de acaados = 2!"7?5 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 1"7.5 0.00500

<eso de&do a car$as &as = 2!"7?5 * 0?00500 =

Wcv =

"R$M! 1)2

C$RG$ MUER"$



mm mm /mm /mm2;&$a 00 500 2.40EB05Al&$erado 5100.0 0.002uro 0 0.00500Acaados 575.0 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 5100?0 * 0?002 =<eso prop&o del muro = 0?00 * 0?005 =<eso prop&o de acaados = 575?0 * 0?001000 =

W( =

Wcm( = W( Wcm( =



C$RG$ %I%$


mm mm /mm /mm2

A@#A 575.0 0.00500

<eso de&do a car$as &as = 575?0 * 0?00500 =

Wcv =


"R$M! ()/

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05Al&$erado 2!1"." 0.002uro 0 0.00500Acaados 2"4." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 2!1"?" * 0?002 =<eso prop&o del muro = 0?00 * 0?005 =

<eso prop&o de acaados = 2"4?" * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 2"4." 0.00500

<eso de&do a car$as &as = 2"4?" * 0?00500 =

Wcv =

"R$M! /).

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05Al& d 1"0! 25 0 002



Acaados 199.75 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 1"0!?25 * 0?002 =<eso prop&o de acaados = 199?75 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 199.75 0.00500

<eso de&do a car$as &as = 199?75 * 0?00500 =

Wcv =

"R$M! .)1

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05

Al&$erado 194." 0.002Acaados 209." 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 194?" * 0?002 =<eso prop&o de acaados = 209?" * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 209." 0.00500

<eso de&do a car$as &as = 209?" * 0?00500 =

Wcv =

"R$M! 1)2

C$RG$ MUER"$




E&EMEN"! $nco $lto) &onguitud Peso-mm.

mm mm mm /mm

;&$a 00 500 2.40EB05

Al&$erado ""7.5

257.5

uro 000

Acaados 41"7.5

2!"7.5


<eso prop&o del al&$erado = 257?5 * 0?002 =

<eso prop&o de muro = 000 * 0?00500 =

<eso prop&o de acaados = 2!"7?5 * 0?001000 =

W( =


<eso prop&o del al&$erado = ""7?5 * 0?002 =

<eso prop&o de muro = 000 * 0?00500 =

<eso prop&o de acaados = 41"7?5 * 0?001000 =

W/ =

Wcm( = W( Wcm( =

Wcm/ = W/ Wcm/ =


C$RG$ %I%$


mm mm /mm /mm2

A@#A 41"7.5 0.00500

A@#A 2!"7.5 0.00500

<eso de&do a car$as &as = 41"7?5 * 0?00500 =

Wcv( =

<eso de&do a car$as &as = 2!"7?5 * 0?00500 =

Wcv( =

P!R"IC! E& E'E )

"R$M! ()/

C$RG$ MUER"$




E&EMEN"!$nco $lto) Peso-mm. 6eso-mm/

mm mm /mm /mm2

;&$a 00 500 2.40E60Al&$erado !!2.5 2.

Acaados 9!2.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = !!2?5 * 0?002 =<eso prop&o de acaados = 9!2?5 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 9!2.5 500.00000

<eso de&do a car$as &as = 9!2?5 * 0?00500 =

Wcv =

"R$M! /).

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40E60Al&$erado !!2.5 2.Acaados 9!2.5 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = !!2?5 * 0?002 =

<eso prop&o de acaados = 9!2?5 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 9!2.5 500.00000


W



"R$M! .)1

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40E60Al&$erado 1"1. 2.Acaados 19"1. 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 1"1? * 0?002 =<eso prop&o de acaados = 19"1? * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 19"1. 500.00000

<eso de&do a car$as &as = 19"1? * 0?00500 =

Wcv =

"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco $lto) &onguitud Peso-mm.

mm mm mm /mm

;&$a 00 500 2.40E60

Al&$erado !!2.5Al&$erado 212.5uro 000 Ta&uera 000 115!.Acaados 925Acaados 2425

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 212?5 * 0?002 =<eso prop&o de muro = 000 * 0?00500 =<eso prop&o de acaados = 2425 * 0?001000 =

W( =

< & d l & 00 500 2 4E 5



<eso prop&o del al&$erado = !!2?5 * 0?002 =<eso prop&o de acaados = 925 * 0?001000 =

W/ =

<eso prop&o de %a&uera = 000 * 115!? * 0?005 =

W. =

Wcm( = W( Wcm( =

Wcm/ = W/ Wcm/ =


Wcm. = P 0 W. Wcm. =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 925 500.00000

A@#A 2425 500.00000


Wcv/ =


Wcv( =


"R$M! ()/

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05Al&$erado 212.5 2.uro 000 0.000000Acaados 24!2.5 0.001000


<eso prop&o del al&$erado = 212?5 * 0?002 =<eso prop&o de muro = 000 * 0?00500 =<eso prop&o de acaados = 24!2 5 * 0 001000 =



W( =

Wcm( = W( Wcm( =

C$RG$ %I%$

E&EMEN"! $nco $lto) Peso-mm. 6eso-mm/mm mm /mm /mm2

A@#A 24!2.5 0.00500


Wcv =

"R$M! /).

C$RG$ MUER"$



mm mm /mm /mm2

;&$a 00 500 2.40EB05Al&$erado 212.5 2.uro 000 0.000000Acaados 24!2.5 0.001000


<eso prop&o del al&$erado = 212?5 * 0?002 =<eso prop&o de muro = 000 * 0?00500 =<eso prop&o de acaados = 24!2?5 * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 24!2.5 0.00500


Wcv =

"R$M! .)1

C$RG$ MUER"$



mm mm /mm /mm2

;& 00 500 2 40E 05



Al&$erado 115!. 2.uro 000 0.000000Acaados 121. 0.001000

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 115!?* 0?002 =<eso prop&o de muro = 000 * 0?00500 =

<eso prop&o de acaados = 121? * 0?001000 =

W( =

Wcm( = W( Wcm( =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 121. 0.00500

<eso de&do a car$as &as = 121? * 0?00500 =

Wcv =

"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco $lto) &onguitud Peso-mm.mm mm mm /mm

;&$a 00 500 2.40E60Al&$erado 212.5

uro

000529.2744.!

Ta&uera 000 1212.5Acaados 2425

<eso prop&o de la &$a = 00 * 500 * 2?4EB5 =<eso prop&o del al&$erado = 212?5 * 0?002 =

<eso prop&o de muro = 000 * 0?00500 =<eso prop&o de acaados = 2425 * 0?001000 =

W( =

<eso prop&o de %a&uera = 529?2 * 0?005 =<eso prop&o de %a&uera = 744?! * 0?005 =<eso prop&o de %a&uera = 000 * 1212?5 * 0?005 =

W/ =

W. =

W1 =



Wcm( = W( Wcm( =

Wcm/ = W( 0 W/ 0 W. Wcm/ =

Wcm. = W. Wcm. =

C$RG$ %I%$


mm mm /mm /mm2

A@#A 2425 500.00000


Wcv =





6eso-mm

/mm

2.

!0.00 /mm414270." /mm

0.00 /mm1.4 /mm

1(17./8(; /mm

1(17./8(; /mm

6eso-mm

/mm

!71"75.00 /mm

7:(;:28<< /mm

6eso-mm

/mm

2.

!0.00 /mm

40!1"7.50 /mm0.00 /mm1 1 /mm





!0.00 /mm"1275.00 /mm

0.00 /mm2.!9 /mm

;(/:.:879 /mm

;(/:.:879 /mm

6eso-mm

/mm

14750.00 /mm

(.1.:2<8<< /mm

6eso-mm

/mm

.!0 /mm".25 /mm0.00 /mm

2.!9 /mm

(182. /mm

(182. /mm

6eso-mm

/mm

1.44 /mm

(. 11 /



6eso-mm

/mm

.!0 /mm5.5" /mm0.00 /mm1."4 /mm

((8</ /mm

((8</ /mm

6eso-mm

/mm

9.19 /mm

98(9 /mm

6eso-mm

/mm

.!0 /mm1!.49 /mm0.00 /mm5." /mm

/281: /mm

/281: /mm



6eso-mm

/mm

2!."" /mm

/78;; /mm

6eso-mm

/mm

.!0 /mm".47 /mm0.00 /mm

2."4 /mm

(189( /mm

(189( /mm

6eso-mm

/mm

14.22 /mm

(18// /mm

6eso-mm

/mm



.!0 /mm5."4 /mm1.99 /mm

((81. /mm

((81. /mm

6eso-mm

/mm

9.97 /mm

989: /mm

6eso-mm

/mm

.!0 /mm!.2" /mm2.09 /mm

((89; /mm

((89; /mm

6eso-mm

/mm

10.47 /mm

(<81: /mm



6eso-mm/ 6eso-mm

/mm2 /mm

0.002

0.002

0.00500

0.001000

0.001000

.!0 /mm

".20 /mm

10.50 /mm

2.!9 /mm

/1899 /mm

.!0 /mm

12.57 /mm

10.50 /mm

4.19 /mm

.<8;7 /mm

/1899 /mm

.<8;7 /mm

.2922

6eso-mm

/mm

20.94 /mm

/<891 /mm

1.44 /mm

(.811 /mm



6eso-mm

/mm

!0.00 /mm11"420". /mm

.9! /mm

((;12:/8.< /mm

((;12:/8.< /mm

6eso-mm

/mm

19"1250.00 /mm

(9;(/2<8<< /mm

6eso-mm

/mm

!0.00 /mm11"420". /mm

.9! /mm

((;12:/8.< /mm

((;12:/8.< /mm

6eso-mm

/mm

19"1250.00 /mm

(9;(/2< << /





11"420". /mm.9 /mm

>>> /mm

0.0

<8<<

>>> /mm

>>> /mm

.2922

.29228<<

6eso-mm

/mm

19!2500.00 /mm

(97/2<<8<< /mm

1212500.00 /mm

(/(/2<<8<< /mm

6eso-mm

/mm

!0.00 /mm

74770". /mm0.00 /mm2 4! /mm



:1;<:<8;< /mm

:1;<:<8;< /mm

6eso-mm/mm

12.1 /mm

(/8.( /mm

6eso-mm

/mm

!0.00 /mm

74770". /mm0.00 /mm2.4! /mm

:1;<:<8;< /mm

:1;<:<8;< /mm

6eso-mm

/mm

12.1 /mm

(/8.( /mm

6eso-mm

/mm



!0.00 /mm7"54.17 /mm

0.00 /mm

1.2 /mm

.:1/(281< /mm

.:1/(281< /mm

6eso-mm

/mm

!.1! /mm

78(7 /mm


2.0.0000000.0000000.0000000.0000000.001000

!0000000.00 /mm74770". /mm

0.00 /mm2.4 /mm

>>> /mm

0.0 /mm0.0 /mm0.0

<8<<

<8<<

<8<<



>>> /mm

>>> /mm

<8<<

6eso-mm

/mm

1212500.00 /mm

(/(/2<<8<< /mm





"E

P!R



E&EMEN"!$nco)b? $lto)

mm mm

;&$a 00 500Al&$erado 12"1.uro 000Acaados 14."

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o del muro<eso prop&o de acaados

Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 14."


"R$M! /).

C$RG$ MUER"$


E&EMEN"!$nco)b? $lto)

mm mm

;&$a 00 500Al&$erado 125!.uro 000Acaados 10!.


<eso prop&o del al&$erado<eso prop&o del muro<eso prop&o de acaados



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)mm mm

A@#A 10!.


"R$M! .)1

C$RG$ MUER"$


E&EMEN"!$nco $lto)

mm mm

;&$a 00 500uro 1490Acaados 0.0

<eso prop&o de la &$a<eso prop&o del muro


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 0


"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco)b? $lto)

mm mm

;&$a 00 500Al& d 2512 5



uro 000Acaados 2!"7.5


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 2!"7.5


P!R"

"R$M! ()/

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 2550.0uro 0Acaados 2!"7.5

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o del muro


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 2!"7.5




"R$M! .)1

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 1725.0uro 0Acaados 1"7.5


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 1"7.5


"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm;&$a 00 500Al&$erado 5100.0uro 0Acaados 575.0


Wcm( = W(



C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 575.0


P!R"

"R$M! ()/

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 2!1"."uro 0Acaados 2"4."

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o del muro


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 2"4."


"R$M! /).

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al& d 1"0! 25



Acaados 199.75


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 199.75


"R$M! .)1

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500

Al&$erado 194."Acaados 209."


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 209."


"R$M! 1)2

C$RG$ MUER"$




E&EMEN"! $nco $lto)

mm mm

;&$a 00 500

Al&$erado ""7.5

257.5

uro 000

Acaados 41"7.5

2!"7.5


<eso prop&o del al&$erado

<eso prop&o de muro



<eso prop&o del al&$erado

<eso prop&o de muro


Wcm( = W(

Wcm/ = W/

Carga de la %iga / 3E4e 2 ) 2

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 41"7.5

A@#A 2!"7.5



P!R"

"R$M! ()/

C$RG$ MUER"$




E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado !!2.5

Acaados 9!2.5


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 9!2.5


"R$M! /).

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado !!2.5Acaados 9!2.5



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 9!2.5




"R$M! .)1

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 1"1.Acaados 19"1.


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 19"1.


"R$M! 1)2

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500

Al&$erado !!2.5Al&$erado 212.5uro 000 Ta&uera 000Acaados 925Acaados 2425


< & d l &




<eso prop&o de %a&uera

Wcm( = W(

Wcm/ = W/

Carga de la %iga / 3E4e 2 ) 2

Wcm. = P 0 W.

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 925

A@#A 2425



P!R"

"R$M! ()/

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 212.5uro 000Acaados 24!2.5





Wcm( = W(

C$RG$ %I%$


A@#A 24!2.5


"R$M! /).

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;&$a 00 500Al&$erado 212.5uro 000Acaados 24!2.5



Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 24!2.5


"R$M! .)1

C$RG$ MUER"$


E&EMEN"! $nco $lto)

mm mm

;& 00 500



Al&$erado 115!.uro 000Acaados 121.

<eso prop&o de la &$a<eso prop&o del al&$erado<eso prop&o de muro


Wcm( = W(

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 121.


"R$M! 1)2

C$RG$ MUER"$



;&$a 00 500Al&$erado 212.5

uro

000529.2744.!

Ta&uera 000Acaados 2425



<eso prop&o de %a&uera<eso prop&o de %a&uera<eso prop&o de %a&uera



Wcm( = W(

Wcm/ = W( 0 W/ 0 W.

Wcm. = W.

C$RG$ %I%$

E&EMEN"! $nco $lto)

mm mm

A@#A 2425






CER NI%E&

IC! E& E'E $) $

Peso-mm. 6eso-mm 6eso-mm

/mm /mm2 /mm

2.40E602.

0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = 12"1? * 0?002 = 414270." /mm = 000 * 0?005 = 0.00 /mm = 14?" * 0?001000 = 1.4 /mm

W( = 1(17./8(; /mm

Wcm( = 1(17./8(; /mm


/mm /mm2 /mm

500.00000

= 14?" * 0?00500 = !71"75.00 /mm

Wcv = 7:(;:28<< /mm


/mm /mm2 /mm

2.40E602.

0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm

= 125!? * 0?002 = 40!1"7.50 /mm = 000 * 0?005 = 0.00 /mm= 10! * 0 001000 = 1 1 /mm



W( = 1<721;8;( /mm

Wcm( = 1<721;8;( /mm

Peso-mm. 6eso-mm/ 6eso-mm/mm /mm2 /mm

500.00000

= 10!? * 0?00500 = !5125.00 /mm

Wcv = 72.(/28<< /mm


/mm /mm2 /mm

2.40E600.0000000.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 1490 * 0?00500 = 0.00 /mm

= 0 * 0?001000 = 0.00 /mm

W( = >>> /mm

Wcm( = >>> /mm


/mm /mm2 /mm

500.00000

= 0 * 0?00500 = 0.00 /mm

Wcv = <8<< /mm


/mm /mm2 /mm

2.40E602



0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = 2512?5 * 0?002 = "1275.00 /mm = 000 * 0?005 = 0.00 /mm = 2!"7?5 * 0?001000 = 2.!9 /mm

W( = ;(/:.:879 /mm

Wcm( = ;(/:.:879 /mm


/mm /mm2 /mm

500.00000

= 2!"7?5 * 0?00500 = 14750.00 /mm

Wcv = (.1.:2<8<< /mm

IC! E& E'E * ) *


/mm /mm2 /mm

2.40EB050.0020.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 2550?0 * 0?002 = ".25 /mm = 0?00 * 0?005 = 0.00 /mm

= 2!"7?5 * 0?001000 = 2.!9 /mm

W( = (182. /mm

Wcm( = (182. /mm


/mm /mm2 /mm

0.00500

= 2!"7?5 * 0?00500 = 1.44 /mm

W (. 11 /




/mm /mm2 /mm

2.40EB050.0020.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 2550?0 * 0?002 = 5.5" /mm = 0?00 * 0?005 = 0.00 /mm = 2!"7?5 * 0?001000 = 1."4 /mm

W( = ((8</ /mm

Wcm( = ((8</ /mm


/mm /mm2 /mm

0.00500

= 2!"7?5 * 0?00500 = 9.19 /mm

Wcv = 98(9 /mm


/mm /mm2 /mm2.40EB05

0.0020.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 5100?0 * 0?002 = 1!.49 /mm = 0?00 * 0?005 = 0.00 /mm = 575?0 * 0?001000 = 5." /mm

W( = /281: /mm

Wcm( = /281: /mm




/mm /mm2 /mm

0.00500

= 575?0 * 0?00500 = 2!."" /mm

Wcv = /78;; /mm

IC! E& E'E C ) C


/mm /mm2 /mm

2.40EB050.0020.005000.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 2!1"?" * 0?002 = ".47 /mm = 0?00 * 0?005 = 0.00 /mm

= 2"4?" * 0?001000 = 2."4 /mm

W( = (189( /mm

Wcm( = (189( /mm


/mm /mm2 /mm

0.00500

= 2"4?" * 0?00500 = 14.22 /mm

Wcv = (18// /mm


/mm /mm2 /mm

2.40EB050 002



0.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 1"0!?25 * 0?002 = 5."4 /mm = 199?75 * 0?001000 = 1.99 /mm

W( = ((81. /mm

Wcm( = ((81. /mm


/mm /mm2 /mm

0.00500

= 199?75 * 0?00500 = 9.97 /mm

Wcv = 989: /mm


/mm /mm2 /mm

2.40EB05

0.0020.001000

= 00 * 500 * 2?4EB5 = .!0 /mm = 194?" * 0?002 = !.2" /mm = 209?" * 0?001000 = 2.09 /mm

W( = ((89; /mm

Wcm( = ((89; /mm


/mm /mm2 /mm

0.00500

= 209?" * 0?00500 = 10.47 /mm

Wcv = (<81: /mm



&onguitud Peso-mm. 6eso-mm/ 6eso-mm

mm /mm /mm2 /mm

2.40EB05

0.002

0.002

0.00500

0.001000

0.001000

= 00 * 500 * 2?4EB5 = .!0 /mm

= 257?5 * 0?002 = ".20 /mm

= 000 * 0?00500 = 10.50 /mm

= 2!"7?5 * 0?001000 = 2.!9 /mm

W( = /1899 /mm

= 00 * 500 * 2?4EB5 = .!0 /mm

= ""7?5 * 0?002 = 12.57 /mm

= 000 * 0?00500 = 10.50 /mm

= 41"7?5 * 0?001000 = 4.19 /mm

W/ = .<8;7 /mm

Wcm( = /1899 /mm

Wcm/ = .<8;7 /mm

P = .2922


/mm /mm2 /mm

0.00500

0.00500

= 41"7?5 * 0?00500 = 20.94 /mm

Wcv( = /<891 /mm

= 2!"7?5 * 0?00500 = 1.44 /mm

Wcv( = (.811 /mm

IC! E& E'E )




/mm /mm2 /mm

2.40E602.

0.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = !!2?5 * 0?002 = 11"420". /mm = 9!2?5 * 0?001000 = .9! /mm

W( = ((;12:/8.< /mm

Wcm( = ((;12:/8.< /mm


/mm /mm2 /mm

500.00000

= 9!2?5 * 0?00500 = 19"1250.00 /mm

Wcv = (9;(/2<8<< /mm


/mm /mm2 /mm

2.40E602.0.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = !!2?5 * 0?002 = 11"420". /mm

= 9!2?5 * 0?001000 = .9! /mm

W( = ((;12:/8.< /mm

Wcm( = ((;12:/8.< /mm


/mm /mm2 /mm

500.00000

= 9!2?5 * 0?00500 = 19"1250.00 /mm

W (9;(/2< << /




/mm /mm2 /mm

2.40E602.0.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = 1"1? * 0?002 = 592104.17 /mm = 19"1? * 0?001000 = 1.9" /mm

W( = 29/1778(2 /mm

Wcm( = 29/1778(2 /mm


/mm /mm2 /mm

500.00000

= 19"1? * 0?00500 = 990!25.00 /mm

Wcv = 99<7/28<< /mm

&onguitud Peso-mm. 6eso-mm/ 6eso-mm

mm /mm /mm2 /mm

2.40E60

2.2.

0.000000115!. 0.000000

0.0010000.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 212?5 * 0?002 = 74770". /mm = 000 * 0?00500 = 0.00 /mm = 2425 * 0?001000 = 2.4 /mm

W( = >>> /mm

00 500 2 4E 5 !0000000 00 /



= !!2?5 * 0?002 = 11"420". /mm = 925 * 0?001000 = .9 /mm

W/ = >>> /mm

= 000 * 115!? * 0?005 = 0.0

W. = <8<<

Wcm( = >>> /mm

Wcm/ = >>> /mm

P = .2922

Wcm. = .29228<<


/mm /mm2 /mm

500.00000

500.00000

= 925 * 0?00500 = 19!2500.00 /mm

Wcv/ = (97/2<<8<< /mm

= 2425 * 0?00500 = 1212500.00 /mm

Wcv( = (/(/2<<8<< /mm

IC! E& E'E E ) E


/mm /mm2 /mm

2.40EB052.0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm

= 212?5 * 0?002 = 74770". /mm = 000 * 0?00500 = 0.00 /mm= 24!2 5 * 0 001000 = 2 4! /mm



W( = :1;<:<8;< /mm

Wcm( = :1;<:<8;< /mm

Peso-mm. 6eso-mm/ 6eso-mm/mm /mm2 /mm

0.00500

= 24!2?5 * 0?00500 = 12.1 /mm

Wcv = (/8.( /mm


/mm /mm2 /mm

2.40EB052.0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm

= 212?5 * 0?002 = 74770". /mm = 000 * 0?00500 = 0.00 /mm = 24!2?5 * 0?001000 = 2.4! /mm

W( = :1;<:<8;< /mm

Wcm( = :1;<:<8;< /mm


/mm /mm2 /mm

0.00500

= 24!2?5 * 0?00500 = 12.1 /mm

Wcv = (/8.( /mm


/mm /mm2 /mm

2 40E 05



2.0.0000000.001000

= 00 * 500 * 2?4EB5 = !0.00 /mm = 115!?* 0?002 = 7"54.17 /mm = 000 * 0?00500 = 0.00 /mm

= 121? * 0?001000 = 1.2 /mm

W( = .:1/(281< /mm

Wcm( = .:1/(281< /mm


/mm /mm2 /mm

0.00500

= 121? * 0?00500 = !.1! /mm

Wcv = 78(7 /mm

&onguitud Peso-mm. 6eso-mm/ 6eso-mmmm /mm /mm2 /mm

2.40E602.

0.0000000.0000000.000000

1212.5 0.0000000.001000

= 00 * 500 * 2?4EB5 = !0000000.00 /mm = 212?5 * 0?002 = 74770". /mm

= 000 * 0?00500 = 0.00 /mm = 2425 * 0?001000 = 2.4 /mm

W( = >>> /mm

= 529?2 * 0?005 = 0.0 /mm = 744?! * 0?005 = 0.0 /mm = 000 * 1212?5 * 0?005 = 0.0

W/ = <8<<

W. = <8<<

W1 = <8<<



Wcm( = >>> /mm

Wcm/ = >>> /mm

Wcm. = <8<<


/mm /mm2 /mm

500.00000

= 2425 * 0?00500 = 1212500.00 /mm

Wcv = (/(/2<<8<< /mm





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$

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$nco)b? $lto) Peso-mm. 6eso-mm 6eso-mm

mm mm /mm /mm2 /mm

00 500 2.40E6012"1. 2.

1000 0.00000014." 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = 12"1? * 0?002 = 414270." /mm muro = 1000 * 0?005 = 0.00 /mm caados = 14?" * 0?001000 = 1.4 /mm

W( = 1(17./8(; /mm

Wcm( = W( Wcm( = 1(17./8(; /mm

$nco $lto) Peso-mm. 6eso-mm/ 6eso-mm

mm mm /mm /mm2 /mm

14." 200.00000

ar$as &as = 14?" * 0?00200 = 2!"750.00 /mm

Wcv = /7;:2<8<< /mm

$

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mm mm /mm /mm2 /mm

00 500 2.40E60125!. 2.

1000 0.00000010!. 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm

al&$erado = 125!? * 0?002 = 40!1"7.50 /mm muro = 1000 * 0?005 = 0.00 /mm

caados = 10! * 0 001000 = 1 1 /mm



W( = 1<721;8;( /mm

Wcm( = W( Wcm( = 1<721;8;( /mm

$nco $lto) Peso-mm. 6eso-mm/ 6eso-mmmm mm /mm /mm2 /mm

10!. 200.00000

ar$as &as = 10!? * 0?00200 = 2!1250.00 /mm

Wcv = /7(/2<8<< /mm

$

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mm mm /mm /mm2 /mm

00 500 2.40E602500 0.000000

0.0 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0000000.00 /mm muro = 2500 * 0?00500 = 0.00 /mm

caados = 0 * 0?001000 = 0.00 /mm

W( = >>> /mm

Wcm( = W( Wcm( = >>> /mm


mm mm /mm /mm2 /mm

0 500.00000

ar$as &as = 0 * 0?00500 = 0.00 /mm

Wcv = <8<< /mm

$

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mm mm /mm /mm2 /mm

00 500 2.40E602512 5 2



1000 0.0000002!"7.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = 2512?5 * 0?002 = "1275.00 /mm muro = 1000 * 0?005 = 0.00 /mm caados = 2!"7?5 * 0?001000 = 2.!9 /mm

W( = ;(/:.:879 /mm

Wcm( = W( Wcm( = ;(/:.:879 /mm


mm mm /mm /mm2 /mm

2!"7.5 200.00000

ar$as &as = 2!"7?5 * 0?00200 = 57500.00 /mm

Wcv = 2.:2<<8<< /mm

P!R"IC! E& E'E * ) *

$

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mm mm /mm /mm2 /mm

00 500 2.40EB052550.0 0.002

0 0.005002!"7.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 2550?0 * 0?002 = ".25 /mm muro = 0?00 * 0?005 = 0.00 /mm

caados = 2!"7?5 * 0?001000 = 2.!9 /mm

W( = (182. /mm

Wcm( = W( Wcm( = (182. /mm


mm mm /mm /mm2 /mm

2!"7.5 0.00200

ar$as &as = 2!"7?5 * 0?00200 = 5." /mm

W 2 .; /



$

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mm mm /mm /mm2 /mm

00 500 2.40EB051725.0 0.002

0 0.005001"7.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 2550?0 * 0?002 = 5.5" /mm muro = 0?00 * 0?005 = 0.00 /mm caados = 2!"7?5 * 0?001000 = 1."4 /mm

W( = ((8</ /mm

Wcm( = W( Wcm( = ((8</ /mm


mm mm /mm /mm2 /mm

1"7.5 0.00200

ar$as &as = 2!"7?5 * 0?00200 = .!" /mm

Wcv = .87; /mm

$

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mm mm /mm /mm2 /mm00 500 2.40EB05

5100.0 0.0020 0.00500

575.0 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 5100?0 * 0?002 = 1!.49 /mm muro = 0?00 * 0?005 = 0.00 /mm caados = 575?0 * 0?001000 = 5." /mm

W( = /281: /mm

Wcm( = W( Wcm( = /281: /mm




mm mm /mm /mm2 /mm

575.0 0.00200

ar$as &as = 575?0 * 0?00200 = 10.75 /mm

Wcv = (<8:2 /mm


$

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00 500 2.40EB052!1"." 0.002

0 0.005002"4." 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 2!1"?" * 0?002 = ".47 /mm muro = 0?00 * 0?005 = 0.00 /mm

caados = 2"4?" * 0?001000 = 2."4 /mm

W( = (189( /mm

Wcm( = W( Wcm( = (189( /mm


mm mm /mm /mm2 /mm

2"4." 0.00200

ar$as &as = 2"4?" * 0?00200 = 5.!9 /mm

Wcv = 2879 /mm

$

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mm mm /mm /mm2 /mm

00 500 2.40EB051"0! 25 0 002



199.75 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 1"0!?25 * 0?002 = 5."4 /mm caados = 199?75 * 0?001000 = 1.99 /mm

W( = ((81. /mm

Wcm( = W( Wcm( = ((81. /mm


mm mm /mm /mm2 /mm

199.75 0.00200

ar$as &as = 199?75 * 0?00200 = .99 /mm

Wcv = .899 /mm

$

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mm mm /mm /mm2 /mm

00 500 2.40EB05

194." 0.002209." 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm al&$erado = 194?" * 0?002 = !.2" /mm caados = 209?" * 0?001000 = 2.09 /mm

W( = ((89; /mm

Wcm( = W( Wcm( = ((89; /mm


mm mm /mm /mm2 /mm

209." 0.00200

ar$as &as = 209?" * 0?00200 = 4.19 /mm

Wcv = 18(9 /mm

$



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$nco $lto) &onguitud Peso-mm. 6eso-mm/ 6eso-mm

mm mm mm /mm /mm2 /mm

00 500 2.40EB05

""7.5 0.002

257.5 0.002

2400 0.00500

41"7.5 0.001000

2!"7.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm

al&$erado = 257?5 * 0?002 = ".20 /mm

uro = 2400 * 0?00500 = ".40 /mm

caados = 2!"7?5 * 0?001000 = 2.!9 /mm

W( = //8;9 /mm

a &$a = 00 * 500 * 2?4EB5 = .!0 /mm

al&$erado = ""7?5 * 0?002 = 12.57 /mm

caados = 41"7?5 * 0?001000 = 4.19 /mm

W/ = /<8.7 /mm

Wcm( = W( Wcm( = //8;9 /mm

Wcm/ = W/ Wcm/ = /<8.7 /mm

Carga de la %iga / 3E4e 2 ) 25 P( = /:7/(


mm mm /mm /mm2 /mm

41"7.5 0.00200

2!"7.5 0.00200

ar$as &as = 41"7?5 * 0?00200 = "." /mm

Wcv( = ;8.; /mm

ar$as &as = 2!"7?5 * 0?00200 = 5." /mm

Wcv( = 28.; /mm

P!R"IC! E& E'E )

$



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mm mm /mm /mm2 /mm

00 500 2.40E60!!2.5 2.

9!2.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = !!2?5 * 0?002 = 11"420". /mm caados = 9!2?5 * 0?001000 = .9! /mm

W( = ((;12:/8.< /mm

Wcm( = W( Wcm( = ((;12:/8.< /mm


mm mm /mm /mm2 /mm

9!2.5 200.00000

ar$as &as = 9!2?5 * 0?00200 = 792500.00 /mm

Wcv = :9/2<<8<< /mm

$

uidas+


mm mm /mm /mm2 /mm

00 500 2.40E60!!2.5 2.9!2.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = !!2?5 * 0?002 = 11"420". /mm

caados = 9!2?5 * 0?001000 = .9! /mm

W( = ((;12:/8.< /mm

Wcm( = W( Wcm( = ((;12:/8.< /mm


mm mm /mm /mm2 /mm

9!2.5 200.00000

ar$as &as = 9!2?5 * 0?00200 = 792500.00 /mm

W :9/2<< << /



$

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mm mm /mm /mm2 /mm

00 500 2.40E601"1. 2.19"1. 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = 1"1? * 0?002 = 592104.17 /mm caados = 19"1? * 0?001000 = 1.9" /mm

W( = 29/1778(2 /mm

Wcm( = W( Wcm( = 29/1778(2 /mm


mm mm /mm /mm2 /mm

19"1. 200.00000

ar$as &as = 19"1? * 0?00200 = 9!250.00 /mm

Wcv = .97/2<8<< /mm

$

uidas+

$nco $lto) &onguitud Peso-mm. 6eso-mm/ 6eso-mm

mm mm mm /mm /mm2 /mm

00 500 2.40E60

!!2.5 2.212.5 2.

2400 0.000000925 0.0010002425 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0000000.00 /mm al&$erado = 212?5 * 0?002 = 74770". /mm uro = 2400 * 0?00500 = 0.00 /mm caados = 2425 * 0?001000 = 2.4 /mm

W( = >>> /mm

a &$a = 00 * 500 * 2?4EB5 = !0000000.00 /mml& d !!2 5 0 002 11"420" /



caados = 925 * 0?001000 = .9 /mm

W/ = >>> /mm

Wcm( = W( Wcm( = >>> /mm

Wcm/ = W/ Wcm/ = >>> /mm

Carga de la %iga / 3E4e 2 ) 25 P/ = (.2<9


mm mm /mm /mm2 /mm

925 200.00000

2425 200.00000

ar$as &as = 925 * 0?00200 = 7"5000.00 /mm

Wcv/ = :;2<<<8<< /mm

ar$as &as = 2425 * 0?00200 = 4"5000.00 /mm

Wcv( = 1;2<<<8<< /mm


$

uidas+


mm mm /mm /mm2 /mm

00 500 2.40EB05212.5 2.

1000 0.00000024!2.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm

al&$erado = 212?5 * 0?002 = 74770". /mm uro = 1000 * 0?00500 = 0.00 /mm

caados = 24!2 5 * 0 001000 = 2 4! /mm



W( = :1;<:<8;< /mm

Wcm( = W( Wcm( = :1;<:<8;< /mm

$nco $lto) Peso-mm. 6eso-mm/ 6eso-mmmm mm /mm /mm2 /mm

24!2.5 0.00500

ar$as &as = 24!2?5 * 0?00500 = 12.1 /mm

Wcv = (/8.( /mm

$

uidas+


mm mm /mm /mm2 /mm

00 500 2.40EB05212.5 2.

1000 0.00000024!2.5 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm

al&$erado = 212?5 * 0?002 = 74770". /mm uro = 1000 * 0?00500 = 0.00 /mm caados = 24!2?5 * 0?001000 = 2.4! /mm

W( = :1;<:<8;< /mm

Wcm( = W( Wcm( = :1;<:<8;< /mm


mm mm /mm /mm2 /mm

24!2.5 0.00500

ar$as &as = 24!2?5 * 0?00500 = 12.1 /mm

Wcv = (/8.( /mm

$

uidas+


mm mm /mm /mm2 /mm

00 500 2 40E 05



115!. 2.1000 0.000000

121. 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0.00 /mm al&$erado = 115!?* 0?002 = 7"54.17 /mm uro = 1000 * 0?00500 = 0.00 /mm

caados = 121? * 0?001000 = 1.2 /mm

W( = .:1/(281< /mm

Wcm( = W( Wcm( = .:1/(281< /mm


mm mm /mm /mm2 /mm

121. 0.00500

ar$as &as = 121? * 0?00500 = !.1! /mm

Wcv = 78(7 /mm

$

uidas+

$nco $lto) &onguitud Peso-mm. 6eso-mm/mm mm mm /mm /mm2

00 500 2.40E60212.5 2.

1000 0.0000002425 0.001000

a &$a = 00 * 500 * 2?4EB5 = !0000000.00 /mm al&$erado = 212?5 * 0?002 = 74770". /mm uro = 1000 * 0?00500 = 0.00 /mm caados = 2425 * 0?001000 = 2.4 /mm

W( = >>> /mm

Wcm( = W( Wcm( = >>> /mm


mm mm /mm /mm2 /mm

2425 500.00000

ar$as &as = 2425 * 0?00500 = 1212500.00 /mm

W ( (/(/2<< << /























































































































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(8 PREIMENCI!N$MIEN"!

Calculo b?

Se$n el cFd&$o ACI 1"SB2011

<or lo %an%o las d&mens&ones ue se el&$&eron)

b? = <8(<< m

b = <8/<< mCalculo c


Cons&derando las d&mens&ones comerc&ales de laun&dad de alaG&lera.

c = <8.<< m

Calculo A

#a d&mens&Fn de c el&$&do)

mmbw 100≥

bwh *5.3≤

mmc 750≤



Se$n el cFd&$o ACI 1"SB0" ".1.5.2

#a d&mens&Fn de hH )

A = <8<2< m

$nco tributario $t

El ancho %r&u%ar&o ser()

$t =<8 1<< m

Resumen+

= <8/2< mb? = <8(<< mb =<8 /<< mc = <8.<< mA = <8<2< m$t = <81<< m

/8 ME"R$! E C$RG$S

CARACTERISTICAS


m

ln 1 4.975 h 1 = 4.075 / 21 =

ln 2 4.975 h 2 = 4.975 / 21 =ln 2.! h = 2.!00 / 21 =

ln4 4 475 h 4 = 4 475 / 21 =

mmc

hf 4012

≥=

mmhf 402512

300

≥==





Wcm = (798..

Wcv = /<<8<<

"R$M! ()/ entre *)C


C$RG$$t Peso-m. 6eso-m/

m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcv = /<<8<<

"R$M! .)1 entre *)C



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcv = 2.00 N/mm

Wcm = 1.69 N/mm

1 2

Wcm = 1.69 N/mm

1

Wcv = 2.00 N/mm



Wcv = /<<8<<

"R$M! ()1 entre $)* *)C



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcv = /<<8<<

"R$M! .)1 entre C) )E



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcm = 1.69 N/mm

1 2 3

Wcv = 2.00 N/mm

Wcm = 1.69 N/mm

3 4

Wcv = 2.00 N/mm



"R$M! C)E entre ()/, /). 1)2



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcv = /<<8<<

"R$M! $)C entre 1)2



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcv = /<<8<<

Wcm = 1,69 N/mm

C D

Wcv = 2,00 N/mm

Wcm = 1,69 N/mm

3 4

Wcv = 2,00 N/mm



"R$M! )E entre 1)2



m $/m $/m2

cm 0.4 42.c 0.4 500.00

Wcm = (798..

Wcv = /<<8<<

Wcm = 1.69 N/mm

A B

Wcv = 2.00 N/mm

Wcm = 1,69 N/mm

D

Wcv = 2,00 N/mm



(er NI%E& M


Calculo b?

Se$n el cFd&

<or lo %an%o las

b? = (

b = /<Calculo c

Se$n el cFd&

Cons&derando lun&dad de alaG

c = .<

Calculo A

#a d&mens&Fn d

mbw 100≥

h *5.3≤

mc 750≤



Se$n el cFd&

#a d&mens&Fn d

A = 2

$nco tributa

El ancho %r&u%a

$t = 1<

Resumen+

= /b? = (b = /c = .A = 2

$t = 1

/8 ME"R$! E C$RG$S

CARACTERISTICAS

Calculando el espesor de los

m mm

0.24 ln 1 4975

0.24 ln 2 49750.12 ln 2!00

0 21 ln4 4475

chf

12≥=

hf 12

300

==



m mm

0.21 ln 5 4479

0.22 ln ! 459!

0.12 ln 7 2!00

0.2! ln" 5475

mm

h prom 204.17

Se cons&dera el peral%e de lo

h mm = 250

#ue$o se u%&&l&'ar( ladr&llos d

1 #adr&llo de 00*00*2002.0E60 $/m

2.40E60 $/m

10.00 $/m2 Peso de ladrillo

.

2.5

". $/m2

120.00 $/m2 Peso de la vigueta120.00 $/m2 Peso de la losa100.00 $/m2 Peso de acabados

42. $/m2

500.00 $/m2

#ue$o se mul%&pl&ca los resul

1!9. $/m2

200.00 $/m2

S

"R$M! ().

Cargas distrib

6eso-m C$RG$

$/m

cmc



3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

"R$M! ()/

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

"R$M! .)1

Cargas distrib

6eso-m C$RG$$/m

cmc

3

2

1



3g-m5 c = 0?00"*

"R$M! ()1

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

"R$M! .)1

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

4 1



"R$M! C)E

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

"R$M! $)C

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

C

E



"R$M! )E

Cargas distrib

6eso-m C$RG$

$/m

cmc

3g-m5 cm = 0?0047

3g-m5 c = 0?00"*

C A

E



E"R$! E &!@$ $&IGER$$ /do NI%E&

o ACI 1"SB2011

&mens&ones ue se el&$&eron)

< mm

< mm

o ACI 1"SB2011

s d&mens&ones comerc&ales de la&lera.

mm

c el&$&do)

bw



o ACI 1"SB0" ".1.5.2

hH )

mm

io $t

r&o ser()

< mm

< mm< mm< mm< mmmm

< mm

mm

h 1 = 4075 / 21 = 2!.90

h 2 = 4975 / 21 = 2!.90h = 2!00 / 21 = 12."1

h 4 = 4475 / 21 = 21 10

mm0

mm4025 ≥



mm

h 5 = 4479 / 21 = 21.29

h ! = 459! / 21 = 21"."!

h 7 = 2!00 / 21 = 12."1

h " = 4475 / 21 = 2!0.71

a

las s&$u&en%es d&mens&ones)

+ = 1,-cs = 2.0EB05 /mm

,-cr = 2.40EB05 /mm

100 /m2 = 0.00010 /mm2

1000/00 = .

1000/400 = 2.5

0.000" /mm2

0.00120 /mm20.00120 /mm2

0.00100 /mm2

W cm = 0.0042 /mm2

W cv = 0.005000 /mm2

ados por el Ancho Tr&u%ar&o de la losa

W cm = 1.!9 /mm

W cv = 2.00 /mm

IS"RI*UCIBN E C$RG$S

entre $)*

uidas+

$t Peso-mm. 6eso-mm/ 6eso-mm

mm /mm /mm2 /mm

400 42.400 500 000000



*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

entre *)C

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

entre *)C

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

3

Wcv = 2.00 N/mm

Wcm = 1.69 N/mm

2

Wcm = 1.69 N/mm

1 2

Wcv = 2.00 N/mm



00 Wcv = /<<<<<8<< N-mm

entre $)* *)C

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

entre C) )E

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

Wcm = 1.69 N/mm

2 3

Wcv = 2.00 N/mm

4

Wcm = 1.69 N/mm

3 4

Wcv = 2.00 N/mm



entre ()/, /). 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

entre 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

Wcm = 1,69 N/mm

D E

Wcv = 2,00 N/mm

Wcm = 1,69 N/mm

3 4

Wcv = 2,00 N/mm



entre 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 500.000000

*400 Wcm = (79...8.. N-mm

00 Wcv = /<<<<<8<< N-mm

Wcm = 1.69 N/mm

B C

Wcv = 2.00 N/mm

Wcm = 1,69 N/mm

E

Wcv = 2,00 N/mm



ME"R$! E &!@$ $&IGER$


Calculo b?


<or lo %an%o las d&mens&ones ue se el&$&eron)

b? = (<< mm

b = /<< mmCalculo c


Cons&derando las d&mens&ones comerc&ales de laun&dad de alaG&lera.

c = .<< mm

Calculo A

#a d&mens&Fn de c el&$&do)

mmbw 100≥

bwh *5.3≤

mmc 750≤



Se$n el cFd&$o ACI 1"SB0" ".1.5.2

#a d&mens&Fn de hH )

A = 2< mm

$nco tributario $t

El ancho %r&u%ar&o ser()

$t = 1<< mm

Resumen+

= /2< mmb? = (<< mmb = /<< mmc = .<< mmA = 2< mm

$t = 1<< mm

/8 ME"R$! E C$RG$S

CARACTERISTICAS


mm

ln 1 4975 h 1 = 4075 / 21 =

ln 2 4975 h 2 = 4975 / 21 =ln 2!00 h = 2!00 / 21 =

ln4 4475 h 4 = 4475 / 21 =

mmc

hf 4012

≥=

mmhf 402512

300

≥==



mm

ln 5 4479 h 5 = 4479 / 21 =

ln ! 459! h ! = 459! / 21 =

ln 7 2!00 h 7 = 2!00 / 21 =

ln" 5475 h " = 4475 / 21 =

mm

h prom 204.17

Se cons&dera el peral%e de losa

h mm = 250

#ue$o se u%&&l&'ar( ladr&llos de las s&$u&en%es d&mens&ones)

#adr&llo de 00*00*200 + =,-cs =

,-cr =

Peso de ladrillo 100 /m2 =

1000/00 =

1000/400 =

Peso de la viguetaPeso de la losaPeso de acabados

W cm =W cv =

#ue$o se mul%&pl&ca los resul%ados por el Ancho Tr&u%ar&o de la losa

W cm =

W cv =

IS"RI*UCIBN E C$RG$

"R$M! (). entre $)*


C$RG$ $t Peso-mm. 6eso-mm/

mm /mm /mm2

cm 400 42.c 400 500 000000



cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<

"R$M! ()/ entre *)C



mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<

"R$M! .)1 entre *)C



mm /mm /mm2

cm 400 42.c 400 500.000000

Wcv = 2.00 N/mm

Wcm = 1.69 N/mm

1 2

Wcm = 1.69 N/mm

1

Wcv = 2.00 N/mm



c = 0?00"*400 Wcv = /<<<<<8<<

"R$M! ()1 entre $)* *)C



mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<




mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

Wcm = 1.69 N/mm

3 4

Wcv = 2.00 N/mm

Wcm = 1.69 N/mm

1 2 3

Wcv = 2.00 N/mm



"R$M! C)E entre ()/, /). 1)2



mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<

"R$M! $)C entre 1)2



mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<

Wcm = 1,69 N/mm

3 4

Wcv = 2,00 N/mm

Wcm = 1,69 N/mm

C D

Wcv = 2,00 N/mm



"R$M! )E entre 1)2



mm /mm /mm2

cm 400 42.c 400 500.000000

cm = 0?0047"*400 Wcm = (79...8..

c = 0?00"*400 Wcv = /<<<<<8<<

Wcm = 1.69 N/mm

A B

Wcv = 2.00 N/mm

Wcm = 1,69 N/mm

D

Wcv = 2,00 N/mm



.er NI%E& M


Calculo b?

Se$n el cFd&

<or lo %an%o las

b? = (

b = /<Calculo c

Se$n el cFd&

Cons&derando laun&dad de alaG

c = .<

Calculo A

#a d&mens&Fn d

mbw 100≥

h *5.3≤

mc 750≤



Se$n el cFd&

#a d&mens&Fn d

A = 2

$nco tributa

El ancho %r&u%a

$t = 1<

Resumen+

= /b? = (b = /c = .A = 2

$t = 1

/8 ME"R$! E C$RG$S

CARACTERISTICAS

Calculando el espesor de los

mm mm

2!.90 ln 1 4975

2!.90 ln 2 497512."1 ln 2!00

21 10 ln4 4475

chf

12≥=

hf 12

300

==



mm mm

21.29 ln 5 4479

21"."! ln ! 459!

12."1 ln 7 2!00

2!0.71 ln" 5475

mm

h prom 204.17

Se cons&dera el peral%e de lo

h mm = 250

#ue$o se u%&&l&'ar( ladr&llos d

1 #adr&llo de 00*00*2002.0EB05 /mm

2.40EB05 /mm

0.00010 /mm2 Peso de ladrillo

.

2.5

0.000" /mm2

0.00120 /mm2 Peso de la vigueta0.00120 /mm2 Peso de la losa0.00100 /mm2 Peso de acabados

0.0042 /mm2

0.005000 /mm2

#ue$o se mul%&pl&ca los resul

1.!9 /mm

2.00 /mm

S

"R$M! ().

Cargas distrib

6eso-mm C$RG$

/mm

cmc



N-mm cm = 0?0047

N-mm c = 0?00"*4

"R$M! ()/

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

N-mm c = 0?00"*4

"R$M! .)1

Cargas distrib

6eso-mm C$RG$/mm

cmc

3

2

1

1



N-mm c = 0?00"*4

"R$M! ()1

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

N-mm c = 0?00"*4

"R$M! .)1

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

4

1



"R$M! C)E

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

N-mm c = 0?00"*4

"R$M! $)C

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

N-mm c = 0?00"*4

CE



"R$M! )E

Cargas distrib

6eso-mm C$RG$

/mm

cmc

N-mm cm = 0?0047

N-mm c = 0?00"*4

C

E

A



E"R$! E &!@$ $&IGER$$ 1to NI%E&

o ACI 1"SB2011

&mens&ones ue se el&$&eron)

< mm

< mm

o ACI 1"SB2011

s d&mens&ones comerc&ales de la&lera.

mm

c el&$&do)

bw



o ACI 1"SB0" ".1.5.2

hH )

mm

io $t

r&o ser()

< mm

< mm< mm< mm< mmmm

< mm

mm

h 1 = 4075 / 21 = 2!.90

h 2 = 4975 / 21 = 2!.90h = 2!00 / 21 = 12."1

h 4 = 4475 / 21 = 21 10

mm0

mm4025 ≥



mm

h 5 = 4479 / 21 = 21.29

h ! = 459! / 21 = 21"."!

h 7 = 2!00 / 21 = 12."1

h " = 4475 / 21 = 2!0.71

a

las s&$u&en%es d&mens&ones)

+ = 1,-cs = 2.0EB05 /mm

,-cr = 2.40EB05 /mm

100 /m2 = 0.00010 /mm2

1000/00 = .

1000/400 = 2.5

0.000" /mm2

0.00120 /mm20.00120 /mm2

0.00100 /mm2

W cm = 0.0042 /mm2

W cv = 0.002000 /mm2

ados por el Ancho Tr&u%ar&o de la losa

W cm = 1.!9 /mm

W cv = 0."0 /mm

IS"RI*UCIBN E C$RG$S

entre $)*

uidas+


mm /mm /mm2 /mm

400 42.400 0 002000



*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

entre *)C

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

entre *)C

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

Wcm = 1.69 N/mm

2 3

Wcv = 0,80 N/mm

Wcm = 1.69 N/mm

2

Wcv = 0,80 N/mm



00 Wcv = <8;< N-mm

entre $)* *)C

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

entre C) )E

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

Wcm = 1.69 N/mm

3 4

Wcv = 0,80 N/mm

Wcm = 1,69 N/mm

2 3

Wcv = 0,80 N/mm

4



entre ()/, /). 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

entre 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

Wcm = 1,69 N/mm

3 4

Wcv = 0,80 N/mm

Wcm = 1,69 N/mm

D E

Wcv = 0,80 N/mm



entre 1)2

uidas+


mm /mm /mm2 /mm

400 42.400 0.002000

*400 Wcm = (79...8.. N-mm

00 Wcv = <8;< N-mm

Wcm = 1,69 N/mm

B C

Wcv = 0,80 N/mm

Wcm = 1,69 N/mm

D E

Wcv = 0,80 N/mm

















7.00 m

6.00 m 6.00 m

7.00 m

7.00 m

6.00 m

7.00 m





























PRIMER PIS!

losa aligerada =elemento en Deion =elemento en Deo ) com6resion =tabiFueria =6laca del ascensor =escalera =

541157

12 119 50 * 0?00500 =

SEGUN! PIS!

losa aligerada=elemento en Deion=elemento en Deo ) com6resion =tabiFueria=6laca del ascensor =

escalera =

425957

12 119 50 * 0?00500 =

"ERCER PIS!

losa aligerada=

elemento en Deion=elemento en Deo ) com6resion =tabiFueria=6laca del ascensor =escalera =

425957

12 119 50 * 0?00500 =

CU$R"! PIS!

l li d

cm( =

cv( =

cm/ =

cv/ =

cm. =

cv. =



elemento en Deion=elemento en Deo ) com6resion =tabiFueria=6laca del ascensor =escalera =

2907!57

12 119 50 * 0?00200 =

10070

50!02"95000

H$C"!RES E"ERMIN$!S SEGN E& RHactor de zona @

Hactor de categoria de ediJcaciKn UHactor ti6o de suelo S

Hactor de am6liJcaciKn sisimica C"6 = "6

Periodo Aundamental "Ct = Ctn = n

HUER@$ C!R"$N"E EN &$ *$SE 3v53@ U S C5 - R 0.2025

v = 3@ U S C5 6 - R 107449779!5.2

cm1 =

cv1 =

cm total =

cv total =



ETRA3 3E CARJA #ATERA#

$rea "otal = 19150*19025B2*2"40*550B!00*5120 = 1211950 mm/

12 119 50B5*00*49756497562!0064475644796459!62!0065475625*400*40

5*00*500*49756497562!0064475644796459!62!0065475*2?4EB5 =

25*25061200*400*400*2?4EB5 =

0?00500*55"0*26272064795*26217561700615065475617190*26170!5*2*00

2*200*25062*2100*25062"00*250*250*2?4EB5 =

2?4EB5*19*170/26150*16170/250K2*1200*2506210000*150 =

N

LLL N

12 119 50B5*00*49756497562!0064475644796459!62!0065475625*400*40

5*00*500*49756497562!0064475644796459!62!0065475*2?4EB5 =

25*250*400*400*2?4EB5 =

0?00500*55"0*26272064795*26217561700615065475617190*26170!5*2*00

2*200*25062*2100*25062"00*250*250*2?4EB5 =

2?4EB5*19*170/26150*16170/250K2*1200*2506210000*150 =

N

LLL N

12 119 50B5*00*49756497562!0064475644796459!62!0065475625*400*40

5*00*500*49756497562!0064475644796459!62!0065475*2?4EB5=25*250*400*400*2?4EB5=

0?00500*55"0*26272064795*26217561700615065475617190*26170!5*2*00

2*200*25062*2100*25062"00*250*250*2?4EB5=

2?4EB5*19*170/26150*16170/250K2*1200*2506210000*150 =

N

LLL N

12 119 50 5 00 49756497562!0064475644796459!62!0065475625 400 40



5*00*500*49756497562!0064475644796459!62!0065475*2?4EB5=

25*250*400*400*2?4EB5=

0?00500*17190*26170!5*2*100062*150*15006!00*2*2400=

2*200*25062*2100*25062"00*250*2506200*2?4EB5=

2?4EB5*19*170/26150*16170/250K2*1200*2506210000*150 =

N

!242"70000 N

NM LLL

N

E E)<.< >a =

0?4 LLL

1?5

1?2

0?25*Tp/T 2.25

0?! HUER@$ SIhn/C% 0.07 >& =

45

<romed&o de h

PIS!S(

N /.1

total = cm total 0 cv total =

N 2?0



*0?0042 = 10"7275 N!15150 N427200 N

= 1097040 N2!100 N5192 N

*0?0042 = 10"7275 N!15150 N12000 N

= 1097040 N2!100 N

5192 N

*0?0042= 10"7275 N

!15150 N12000 N= 1097040 N

2!100 N5192 N

0 0042 10"7275 N



!15150 N12000 N9"20 N44!220 N5192 N

N

8 1!1174!!945.0

IMIC$ EN &!S NI%E&ES 3Hi5

Pi 3N5 i 3m5 Hi 3N5541157 4.2 12051020."!

425957 7.2 199!07715".5

425957 10.2 2"277759!79.59

2907!57 1.2 105"4!"451.04

0?07 * ; * T 8 0?15 * ;

<& * h& / O <& * h& * ; B >a



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u 0 ""00000

d 224 224

100 400As 0 105."""121401

a 0 !.19941"90!

Asmn 1!1.4"1 29".!!7

1.214144!5" 2.245!14051

P 0.005455447 0.00

1610 21610

"R$M! .)1 entre *)C

u 5900000 00000

d 224 224

100 400

As 72.4!447"174 9.17544"107

a 17.04"700747 2.044741"

Asmn 1!1.4"1 29".!!7

1.214144!5" 2.245!14051

P 0.005455447 0.00

1610 21610


u 0 5900000

d 224 224

100 400

As 0 70.01149"9"

a 0 4.170!55"7!

Asmn 1!1.4"1 29".!!7

1.214144!5" 2.245!14051

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1610 21610

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u 0 15500000

d 224 224



100 400

As 0 1"7.!"452951!"

a 0 11.0402!!4422

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1610 21610

"R$M! ()/ entre *)C

u 0 5500000

d 224 224

100 400

As 0 !5.52020!42"5

a 0 ."541297"99Asmn 1!1.4"1 29".!!7

1.214144!5" 2.245!14051

P 0.005455447 0.00

1610 21610

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u 700000 2100000

d 224 224

100 400

As 44.7497909!2 24.""2""429""

a 10.529!25794 1.4!!9907!4

Asmn 1!1.4"1 29".!!7

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1610 21610


u 0 700000

d 224 224

100 400

As 0 4.951!7"4191

a 0 2.5"592"4"2

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1610 21610

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u 0 9"00000d 224 224

100 400

As 0 117.55524109!5

a 0 !.9150141"21

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P 0.005455447 0.00

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15!00000 100 44.4705""24 B"4!72

224 400 11.117!470! B"4!72

100 100 44.4705""24 B"4!7220!.!7445"

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0 100 44.4705""24 B"4!72

224 400 11.117!470! B"4!72

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0 100 44.4705""24 B"4!72

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100 100 44.4705""24 B"4!72

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9900000 100 44.4705""24 B"4!72

224 400 11.117!470! B"4!72

100 100 44.4705""24 B"4!72

125.1475!11!

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0 100 44.4705""24 B"4!72

224 400 11.117!470! B"4!72

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0 100 44.4705""24 B"4!72224 400 11.117!470! B"4!72

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c *1 *2

0 1904 0

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15!00000 1!97.25!!7 20!.!745

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5900000 1"1.5!552 72.4!447"2

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0 1904 0

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0 1904 0

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5500000 7550.479794 !5.52020!4

9900000 177"."5247 125.1475!1

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700000 1"59.250209 44.7497909!

2100000 7591.11711! 24.""2""4

0 1904 0

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c *1 *2

0 1904 09"00000 749".444759 117.5552411

0 1904 0



"R$M! (). entre $)*

u 10400000 10!00000 1100000

d 224 224 224

100 400 100As 11.974!551"59 127.179!011 144.40""4!!92

a 1.052"!0047 7.4"92552707 .97"5521!1

Asmn 1!1.4"1 29".!!7 1!1.4"1

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P 0.005455447 0.00 0.005455447

1610 21610 1610

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u 900000 500000 10500000

d 224 224 224

100 400 100

As 47.21749957 41.5!279951!! 1.4!905!5

a 11.1152799 2.444"70559" 1.757425059

Asmn 1!1.4"1 29".!!7 1!1.4"1

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P 0.005455447 0.00 0.005455447

1610 21610 1610

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u 12!00000 1000000 1100000

d 224 224 224

100 400 100

As 1!2.7150915755 15!.7!027442 1!9."700!1044

a ".2"5909001 9.2211902202 9.9!94202599

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1610 21610 1610

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u !!00000 !200000 "200000

d 224 224 224



100 400 100

As "1.40472"5"5 7.941!125!9 102.45!7"75!1

a 19.1!01112!0" 4.4950!!092 24.0"1!1779

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1610 21610 1610"R$M! C)E entre ()/, /). 1)2

u !!00000 !200000 "200000

d 224 224 224

100 400 100

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1610 21610 1610

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u "000000 7!00000 9!00000

d 224 224 224

100 400 100

As 99.7020"9079 90."41!!1107 121.07"2224!

a 2.45957"5!!! 5.4!27129 2".4""995"227

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P 0.005455447 0.00 0.005455447

1610 21610 1610



11200000 10900000 a

224 224 100 44.4705""25

400 100 400 11.117!4705""14.!559"71 1"."590!51712 100 44.4705""25

7.920975714 2.!7272121!" 400 11.117!4705""

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400 100 400 11.117!4705""

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9.2211902202 ".2"5909001 400 11.117!4705""

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2.245!14051 1.224217412

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21610 1610

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400 100 400 11.117!4705""

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400 100 400 11.117!4705""

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0.00 0.005455447

21610 1610

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224 224 100 44.4705""25

400 100 400 11.117!4705""

90."41!!1107 99.7020"9079 100 44.4705""25

5.4!27129 2.45957"5!!! 400 11.117!4705""

29".!!7 1!1.4"1 100 44.4705""25

2.245!14051 1.214144!5"

0.00 0.005455447

21610 1610



c *1 *2

B"4!72 10400000 1772.02545 11.974!552

B"4!72 10!00000 74"".!"2!! 127.179!B"4!72 1100000 1759.59115 144.40""4!7

B"4!72 11200000 74"1.440!1 14.!559"7

B"4!72 10900000 17!5.14095 1"."590!52

c *1 *2

B"4!72 900000 1"5!.7!"251 47.217494

B"4!72 500000 7574.472 41.5!279952

B"4!72 10500000 1770.!5094 1.4!905!

B"4!72 10"00000 74"!.2"0"" 129.7!19125

B"4!72 10400000 1772.02545 11.974!552

c *1 *2

B"4!72 12!00000 1741.2"490" 1!2.715091!

B"4!72 1000000 7459.297!! 15!.7!027

B"4!72 1100000 174.1299!4 1!9."700!1

B"4!72 1000000 7459.297!! 15!.7!027

B"4!72 12!00000 1741.2"490" 1!2.715091!

c *1 *2

B"4!72 !!00000 1"22.5!9527 "1.40472"!



B"4!72 !200000 7542.05""" 7.941!12!

B"4!72 "200000 1"01.!5421 102.45!7""

B"4!72 !700000 75!.01451 79.9!"5491

B"4!72 !90000 1"95."15727 ".1"42727!1

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B"4!72 !!00000 1"22.5!9527 "1.40472"!

B"4!72 !200000 7542.05""" 7.941!12!

B"4!72 "200000 1"01.!5421 102.45!7""

B"4!72 !700000 75!.01451 79.9!"5491

B"4!72 !90000 1"95."15727 ".1"42727!1

c *1 *2

B"4!72 "000000 1"04.29!791 99.7020"91

B"4!72 7!00000 7525.15"9 90."41!!111

B"4!72 9!00000 17"2.9217!" 121.07"222

B"4!72 7!00000 7525.15"9 90."41!!111

B"4!72 "000000 1"04.29!791 99.7020"91



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u 10400000 10900000 10100000

d 224 224 224

100 400 100As 11.974!551"59 10.9"4"0"5!! 127."71!12279

a 1.052"!0047 7.7049""72!9 0.0"74"40!!

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P 0.005455447 0.00 0.005455447

1610 21610 1610

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u !!00000 !500000 700000

d 224 224 224

100 400 100

As "1.40472"5"5 77.55!!0!0!! 90.51"92049

a 19.1!01112!0" 4.5!21529" 21.29"4451"!"

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7700000 "200000 4700000 900000

224 224 224 224

400 100 400 10092.05174"55! 102.45!7"75!1 55.91"""71709 47.217494

5.414"0"7"! 24.0"1!1779 .2"94!042 11.1152"

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2.245!14051 1.214144!5" 2.245!14051 1.214144!54

0.00 0.005455447 0.00 0.005455447

21610 1610 21610 1610

2200000 5100000 2500000 2500000

224 224 224 224

400 100 400 100

2!.071"!71402 !2.2!"""152 29.!410!05751 29.99"5"

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0.00 0.005455447 0.00 0.005455447

21610 1610 21610 1610



a c *1 *2

100 44.4705""24 B"4!72 10400000 1772.02545 11.974!552

400 11.117!470! B"4!72 10900000 74"5.015192 10.9"4"0"4100 44.4705""24 B"4!72 10100000 177!.12""7 127."71!12

400 11.117!470! B"4!72 7700000 752.94"251 92.05174"5!

100 44.4705""24 B"4!72 "200000 1"01.!5421 102.45!7""

400 11.117!470! B"4!72 4700000 75!0.0"111 55.91"""717

100 44.4705""24 B"4!72 900000 1"5!.7!"251 47.217494

a c *1 *2

100 44.4705""24 B"4!72 !!00000 1"22.5!9527 "1.40472"!

400 11.117!470! B"4!72 !500000 75".4494 77.55!!0!07

100 44.4705""24 B"4!72 700000 1"1.4"1!0" 90.51"9204

400 11.117!470! B"4!72 2200000 75"9.92"1 2!.071"!714

100 44.4705""24 B"4!72 5100000 1"41.71117 !2.2!"""14

400 11.117!470! B"4!72 2500000 75"!.5"99 29.!410!05"

100 44.4705""24 B"4!72 2500000 1"74.001!!4 29.99"5"



a= 112



SEGUN el $CI :8(/8;8($CER! E "EMPER$"UR$

As%= PQQhH

As%= 0.001"Q1000Q50

As%= 90 mmK2

ACER CRR@JA3 S"

SEP$R$CI!N +S= AsQ/As%

S= 50Q1000/90

S= 555.5!

S= 55! mm

SEGN E& REG&$MEN"!+

S=2508450

P!R &! "$N"!+

S= 250 mm

As%= S"

S85QhH8450

Documents

Metrado-de-Porticos-2015-II.xlsx