METRADO DE CARGAS P1.xlsx

BLOQUE P1

METRADO DE CARGAS material albañileria co#creto

peso especifico (Kg/m3) !"" $%""

eleme#tos Tabi&'eria  Tea a#*i#a Acaba*os  mesas *e trabao Col'm#as  +igas  gra*eria eleme#tos losa aligera*a '#i*ireccio#al

losa aligera*a bi*irecio#al

ambie#tes ss00 *epositos bota*ero laboratorio 1asa*i2o Corre*ores  pasa*i2os tec0o

carga (Kg/m$) "" !" "" "" $%"" $%"" ,$" espesor (cm) losa aligera*a e, losa aligera*a e$" losa aligera*a bi*ireccio#al e, losa aligera*a bi*ireccio#al e$" losa aligera*a bi*ireccio#al e$losa aligera*a bi*ireccio#al e3"

cargas (Kg/m$) $!" 3"" $!, 33! %$-".

sobrecarga (Kg/m$) 3"" %"" %"" 3"" %"" %"" ""

E4E 3 5 E4E A 6 7 carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) $$3,$$3,-

carga 8i8a

CE (Kg/m$)

AT (m)

E4E 3 5 E4E 7 6 C carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) $$3,$$3,-

carga 8i8a ss00

CE (Kg/m$) 3""""

AT (m) $$3,-

EJE 3 - EJE C y Voladizo carga muerta losa aligera*a e$" acaba*os

C.E. (Kg/m2) 3"""" """"

A.T (m) $$3,$$3,-

carga viva Corre*ores  pasa*i2os

C.E. (Kg/m2) %""""

A.T (m) $$3,-

E4E % 5 E4E A 6 C carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) %%$%%$-

carga 8i8a *epositos

CE (Kg/m$) %""""

AT (m) %%$-

E4E % 5 E4E C 6 +ola*i2o carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) %%$%%$-

carga 8i8a Corre*ores  pasa*i2os

CE (Kg/m$) %""""

AT (m) %%$-

E4E - 5 E4E A 6 C

losa aligera*a e$" acaba*os

3"""" """"

%3%3-

carga 8i8a laboratorio

CE (Kg/m$) 3""""

AT (m) %3-

E4E - 5 E4E C 6 +ola*i2o carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) %3%3-


CE (Kg/m$) %""""

AT (m) %3-

E4E . 5 E4E A 6 C carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) %%$%%$-


CE (Kg/m$) 3""""

AT (m) %%$-

E4E . 5 E4E C  +ola*i2o carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) %%$%%$-


CE (Kg/m$) %""""

AT (m) %%$-

E4E , 5 E4E A 6 7 carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) $$3,$$3,-

laboratorio

3""""

$$3,-

E4E , 5 E4E 7 6 C carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) $$3,$$3,-


CE (Kg/m$) 3""""

AT (m) $$3,-

E4E , 5 E4E C  +ola*i2o carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) $$3,$$3,-


CE (Kg/m$) %""""

AT (m) $$3,-

ES1ESOR M9RO

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%&bre eje B

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a 2.3m del eje "

A:T9RA

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a 2.3m del eje "

A:T9RA

1ESO ; m3 $-

eje A entre 3 y 4

A:T9RA

1ESO ; m3 $

eje A entre 4)")*)7

A:T9RA

1ESO ; m3 $

eje  entre 3 y 4

A:T9RA

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eje  entre 4 y "

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Tabiqueria Alei(er

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ES1ESOR M9RO

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Tabiqueria entre 4 y " $eje% A y B "-

ES1ESOR M9RO

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Tabiqueria entre 4 y "$eje B "-

ES1ESOR M9RO

1ESO ; m3

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eje  entre * y 7

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BLOQUE P1






carga (Kg/m$) "" !" "" "" $%"" $%"" ,$" espesor (cm) losa aligera*a e, losa aligera*a e$" losa aligera*a bi*ireccio#al e, losa aligera*a bi*ireccio#al e$" losa aligera*a bi*ireccio#al e$losa aligera*a bi*ireccio#al e3"

cargas (Kg/m$) $!" 3"" $!, 33! %$-".

sobrecarga (Kg/m$) 3"" %"" %"" 3"" %"" %"" ""

E4E A 5 E4E 3 6 % carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) "! "!

carga 8i8a

CE (Kg/m$)

AT (m)

E4E A 5 E4E % 6 carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

AT (m) "! "!


CE (Kg/m$) %""""

AT (m) "!

E4E A 5 E4E - 6 . carga m'erta losa aligera*a e$" acaba*os

CE (Kg/m$) 3"""" """"

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E4E A 5 E4E . 6 , carga m'erta losa aligera*a e$" acaba*os

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E4E C 5 E4E 3 6 % carga m'erta losa aligera*a e$" acaba*os

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BLOQUE P1





ambie#tes ss00 *epositos bota*ero laboratorio ag'a e# ca#aleta Corre*ores  pasa*i2os tec0o

carga (Kg/m$) "" "" "" $%"" $%"" ,$" espesor (cm) losa aligera*a e, losa aligera*a e$" losa aligera*a bi*ireccio#al e, losa aligera*a bi*ireccio#al e$" losa aligera*a bi*ireccio#al e$losa aligera*a bi*ireccio#al e3"

cargas (Kg/m$) $!" 3"" $!, 33! %$-".

sobrecarga (Kg/m$) 3"" %"" %"" 3"" %%"" -"

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CE (Kg/m$) $!""" -"" """"

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carga 8i8a

CE (Kg/m$)

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BLOQUE P1






carga (Kg/m$) "" "" "" $%"" $%"" ,$" espesor (cm) losa aligera*a e, losa aligera*a e$" losa aligera*a bi*ireccio#al e, losa aligera*a bi*ireccio#al e$" losa aligera*a bi*ireccio#al e$losa aligera*a bi*ireccio#al e3"

cargas (Kg/m$) $!" 3"" $!, 33! %$-".

sobrecarga (Kg/m$) 3"" %"" %"" 3"" %"" %"" -"

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