7/26/2019 Metrado-tijeral2

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04/24/2016S I G R A L S. A.

Departamento de IngenieríaHoja 1de 2

M E T R A D O E S T R U C T U R A M E T Á L I C A

REVISI! " 0

#LIE!$E " !E%$&!IA S.A. &'I#A#I! " #ALLA(

('RA " AL)A#*! 1ra. E$A%A +,1.- -1.60 64 m23 VIGE!#IA " SE$. 2002

)A$ERIAL #A!$ L(!G %.&!I$. %ES(

PORTICOS (10 unidades)

Columnas

#S-00,4.51/21/4 20 1100 ,4.50 160-

%L/400 20 600 44.,- -,

%L/52-0 20 500 15.64 25

%L/52-0 20 00 15.64 112

L1/4 140 1-0 ,.2 1-

L1/4 25 250 ,.2 -,

Tijerales

L441/4 40 2-400 .52 ,,

L441/4 20 -0600 .52 5

L441/4 40 150 .52 -42

L2 1/22 1/2/16 40 1500 4.-6 25

L22/16 200 2600 .6 1555

L22/16 160 260 .6 15

L22/16 160 200 .6 16

L2 1/22 1/2/16 240 100 4.-6 20,

L2 1/22 1/2/16 140 00 4.-6 210,

L22/16 160 1-00 .6 5,1

L22/16 --0 200 .6

VS11-0.-6.4 10 000 ,.44 112L441/4 20 1-0 .52 4,1

1!01"#I$AS MAESTRAS! POSTES % DI&TELES$78o56.0 15 ,400 16.25 2165$78o66.0 15 ,400 1.5 15-0%L/52-0 6 2-0 15.64 165%L/52-0 6 200 15.64 14%L/5-0 16 400 26.10 16,

%L/54-0 5 400 .-6 10,VS411-0.-6.4 12 12000 42.4, 6116%L/52-0 12 4-0 15.64 101L1/4 6 1-0 ,.2 10-$78o64.0 ,400 11.-0 2--$78o64.0 1 600 11.-0 ,&6.0 5 6000 6.- 4

11!'"CORREASDe Teo#52.0 60 ,00 -., 16,L22/16 2, 00 .6 2

De Paredes#62.0 120 ,00 -.15 411#62.0 12 -0 -.15 -#62.0 106 ,00 -.15 4005

7/26/2019 Metrado-tijeral2

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04/24/2016S I G R A L S. A.

Departamento de IngenieríaHoja 2de 2

M E T R A D O E S T R U C T U R A M E T Á L I C A

REVISI! " 0

#LIE!$E " !E%$&!IA S.A. &'I#A#I! " #ALLA(

('RA " AL)A#*! 1ra. E$A%A +,1.- -1.60 64 m23 VIGE!#IA " SE$. 2002

)A$ERIAL #A!$ L(!G %.&!I$. %ES(

#62.0 5 6000 -.15 24#62.0 4 6-0 -.15 1L2 1/22 1/2/16 4 2-,00 4.-, 4,0

*+!,1'

SISTEMA DE ARRIOSTRAMIE&TODe Paredes9$4 2 6600 1. 2525

660 1,-0 1.00 11--De Tijerales

$78o66.0 ,00 1.5 55L2 1/22 1/2/16 15 5500 4.-, ,24De TeoL2 1/22 1/2/16 56 10,00 4.-, 420-L2 1/22 1/2/16 6 21-0 4.-, -4L2 1/22 1/2/16 ,2 1,-0 4.-, -,6L22/16 ,2 12-0 .6 2,

,-6 1-0 1.00 14,4-4 16-0 1.00 5

1*!,*0T O T A L M E T R A D O 10*!0-+

  %ES( $($AL 10206 :g  VARIA#I! ES$I)ADA +;3 16 :g  %ES( %ARA %RES&%&ES$( 10-1 :g  AREA $E#HADA 64 m2  DE!SIDAD 25.45 :g/m2

!($AS.1. E<te metrado no in=>7?e 7na pro@i<in por de<perdi=io< >o< B7e de8erCn <er =on<iderado< en e>  pre=io 7nitario.

'arra 1/2φ +Ro<=ado8>e t7er=a3

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