Libro2.xlsx
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EJERCICIO 1 METRADO PARA COL C4: At col 4 = 4.50 x 5.00 PP losa 4.5 0.3 5 0.25 0.3 PPvp 0.3 0.55 5 0.45 2.4 PPvs 0.25 0.4 4.5 0.45 2.4 Tabiqueria 4.5 5 0.1 Acabados 4.5 5 0.1 CM sin columna = 0.45 0.45 2.4 2.4 0.45 0.45 3 2.4 M piso tipico 13.2588 1.1664 M primer nivel = 13.2588 1.458 = P S/C piso tipico 4.5 5 0.25 V = P S/C piso azotea 4.5 5 0.1 la base = 4*CM piso tipico + CV 1° nivel la base = 4*CV piso tipico + CV azotea ra predim. De zapata = CM + CV ^
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EJERCICIO 1 METRADO PARA COL C4: At col 4 = 4.50 x 5.00
PP losa 4.5 0.3 5 0.25 0.3 5.985PPvp 0.3 0.55 5 0.45 2.4 1.8018PPvs 0.25 0.4 4.5 0.45 2.4 0.972Tabiqueria 4.5 5 0.1 2.25Acabados 4.5 5 0.1 2.25
CM sin columna = 13.2588
0.45 0.45 2.4 2.4 1.16640.45 0.45 3 2.4 1.458
CM piso tipico = 13.2588 1.1664 = 14.4252CM primer nivel = 13.2588 1.458 = 14.7168
CV = P S/C piso tipico = 4.5 5 0.25CV = P S/C piso azotea = 4.5 5 0.1
CM en la base = 4*CM piso tipico + CV 1° nivel = 4CV en la base = 4*CV piso tipico + CV azotea = 4
Ps para predim. De zapata = CM + CV = 72.4176
𝒎^𝟐
EJERCICIO 2 METRADO PARA COL C4: At col 4 = 4.10 x 6.00
PP losa 4.1 0.25 6 0.25 0.3 6.64125PPvp 0.25 0.55 6 0.6 2.4 1.782PPvs 0.25 0.5 4.1 0.4 2.4 1.11Tabiqueria 4.1 6 0.15 3.69Acabados 4.1 6 0.1 2.46
CM sin columna = 15.68325
PP col tipica 0.4 0.6 2.8 2.4 1.6128PP col 1er Nivel 0.4 0.6 3.6 2.4 2.0736
CM piso tipico = 15.68325 1.6128 = 17.29605CM primer nivel = 15.68325 2.0736 = 17.75685
CV = P S/C piso tipico = 4.1 6 0.45CV = P S/C piso azotea = 4.1 6 0.1
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea = 2
Ps para predim. De zapata = CM + CV = 52.34895
𝒎^𝟐
EJERCICIO 4 METRADO PARA COL C5: At col 5 =4.90 x 5.70
PP losa 4.9 0.25 5.7 0.25 0.3 7.60275PPvp 0.25 0.55 5.7 0.8 2.4 1.617PPvs 0.25 0.5 4.9 0.3 2.4 1.38Tabiqueria 4.9 5.7 0.1 2.793Acabados 4.9 5.7 0.1 2.793
CM sin columna = 16.18575
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 16.18575 1.728 = 17.91375CM primer nivel = 16.18575 2.304 = 18.48975
CV = P S/C piso tipico 2° Y 3° = 4.9 5.7 0.3 =CV = P S/C piso azotea = 4.9 5.7 0.1 =CV = P S/C piso 1° PISO = 4.9 5.7 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 54.31725
𝒎^𝟐
EJERCICIO 4 METRADO PARA COL C1: At col 1 =2.65 x 3.3
PP losa 2.65 0.25 3.3 0.25 0.3 2.196PPvp 0.25 0.55 3.3 0.8 2.4 0.825PPvs 0.25 0.5 2.65 0.3 2.4 0.705Tabiqueria 2.65 3.3 0.1 0.8745Acabados 2.65 3.3 0.1 0.8745
CM sin columna = 5.475
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 5.475 1.728 = 7.203CM primer nivel = 5.475 2.304 = 7.779
CV = P S/C piso tipico 2° Y 3° = 2.65 3.3 0.3 =CV = P S/C piso azotea = 2.65 3.3 0.1 =CV = P S/C piso 1° PISO = 2.65 3.3 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 22.185
𝒎^𝟐
𝒎^𝟐
EJERCICIO 4 METRADO PARA COL C2: At col 2 =2.65 x 5.70
PP losa 2.65 0.25 5.7 0.25 0.3 3.924PPvp 0.25 0.55 5.7 0.8 2.4 1.617PPvs 0.25 0.5 2.65 0.3 2.4 0.705Tabiqueria 2.65 5.7 0.1 1.5105Acabados 2.65 5.7 0.1 1.5105
CM sin columna = 9.267
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 9.267 1.728 = 10.995CM primer nivel = 9.267 2.304 = 11.571
CV = P S/C piso tipico 2° Y 3° = 2.65 5.7 0.3 =CV = P S/C piso azotea = 2.65 5.7 0.1 =CV = P S/C piso 1° PISO = 2.65 5.7 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 33.561
EJERCICIO 4 METRADO PARA COL C3: At col 3 =2.65 x 3.20
𝒎^𝟐
𝒎^𝟐
PP losa 2.65 0.25 3.2 0.25 0.3 2.124PPvp 0.25 0.55 3.2 0.8 2.4 0.792PPvs 0.25 0.5 2.65 0.3 2.4 0.705Tabiqueria 2.65 3.2 0.1 0.848Acabados 2.65 3.2 0.1 0.848
CM sin columna = 5.317
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 5.317 1.728 = 7.045CM primer nivel = 5.317 2.304 = 7.621
CV = P S/C piso tipico 2° Y 3° = 2.65 3.2 0.3 =CV = P S/C piso azotea = 2.65 3.2 0.1 =CV = P S/C piso 1° PISO = 2.65 3.2 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 21.711
EJERCICIO 4 METRADO PARA COL C4: At col 4 =4.90 x 3.30
𝒎^𝟐
𝒎^𝟐
PP losa 4.9 0.25 3.3 0.25 0.3 4.25475PPvp 0.25 0.55 3.3 0.8 2.4 0.825PPvs 0.25 0.5 4.9 0.3 2.4 1.38Tabiqueria 4.9 3.3 0.1 1.617Acabados 4.9 3.3 0.1 1.617
CM sin columna = 9.69375
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 9.69375 1.728 = 11.42175CM primer nivel = 9.69375 2.304 = 11.99775
CV = P S/C piso tipico 2° Y 3° = 4.9 3.3 0.3 =CV = P S/C piso azotea = 4.9 3.3 0.1 =CV = P S/C piso 1° PISO = 4.9 3.3 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 34.84125
EJERCICIO 4 METRADO PARA COL C6: At col 6 =4.90 x 3.20 𝒎^𝟐
PP losa 4.9 0.25 3.2 0.25 0.3 4.11525PPvp 0.25 0.55 3.2 0.8 2.4 0.792PPvs 0.25 0.5 4.9 0.3 2.4 1.38Tabiqueria 4.9 3.2 0.1 1.568Acabados 4.9 3.2 0.1 1.568
CM sin columna = 9.42325
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 9.42325 1.728 = 11.15125CM primer nivel = 9.42325 2.304 = 11.72725
CV = P S/C piso tipico 2° Y 3° = 4.9 3.2 0.3 =CV = P S/C piso azotea = 4.9 3.2 0.1 =CV = P S/C piso 1° PISO = 4.9 3.2 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 34.02975
EJERCICIO 4 METRADO PARA COL C7: At col 7 =2.55 x 3.30 𝒎^𝟐
PP losa 2.55 0.25 3.3 0.25 0.3 2.1045PPvp 0.25 0.55 3.3 0.8 2.4 0.825PPvs 0.25 0.5 2.55 0.3 2.4 0.675Tabiqueria 2.55 3.3 0.1 0.8415Acabados 2.55 3.3 0.1 0.8415
CM sin columna = 5.2875
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 5.2875 1.728 = 7.0155CM primer nivel = 5.2875 2.304 = 7.5915
CV = P S/C piso tipico 2° Y 3° = 2.55 3.3 0.3 =CV = P S/C piso azotea = 2.55 3.3 0.1 =CV = P S/C piso 1° PISO = 2.55 3.3 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 21.6225
EJERCICIO 4 METRADO PARA COL C8: At col 8 =2.55 x 5.70 𝒎^𝟐
PP losa 2.55 0.25 5.7 0.25 0.3 3.7605PPvp 0.25 0.55 5.7 0.8 2.4 1.617PPvs 0.25 0.5 2.55 0.3 2.4 0.675Tabiqueria 2.55 5.7 0.1 1.4535Acabados 2.55 5.7 0.1 1.4535
CM sin columna = 8.9595
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 8.9595 1.728 = 10.6875CM primer nivel = 8.9595 2.304 = 11.2635
CV = P S/C piso tipico 2° Y 3° = 2.55 5.7 0.3 =CV = P S/C piso azotea = 2.55 5.7 0.1 =CV = P S/C piso 1° PISO = 2.55 5.7 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 32.6385
EJERCICIO 4 METRADO PARA COL C9: At col 9 =2.55 x 3.20
PP losa 2.55 0.25 3.2 0.25 0.3 2.0355
𝒎^𝟐
PPvp 0.25 0.55 3.2 0.8 2.4 0.792PPvs 0.25 0.5 2.55 0.3 2.4 0.675Tabiqueria 2.55 3.2 0.1 0.816Acabados 2.55 3.2 0.1 0.816
CM sin columna = 5.1345
PP col tipica 0.3 0.8 3 2.4 1.728PP col 1er Nivel 0.3 0.8 4 2.4 2.304
CM piso tipico = 5.1345 1.728 = 6.8625CM primer nivel = 5.1345 2.304 = 7.4385
CV = P S/C piso tipico 2° Y 3° = 2.55 3.2 0.3 =CV = P S/C piso azotea = 2.55 3.2 0.1 =CV = P S/C piso 1° PISO = 2.55 3.2 0.5 =
CM en la base = 2*CM piso tipico + CV 1° nivel = 2CV en la base = 2*CV piso tipico + CV azotea + CV 1° piso = 2
Ps para predim. De zapata = CM + CV = 21.1635
TnTnTnTnTnTn
TnTn
TnTn
5.625 Tn2.25 Tn
14.4252 14.7168 72.4176 Tn5.625 2.25 24.75 Tn
24.75 = 97.1676 Tn
Tn 6TnTnTnTnTn
TnTn
TnTn
11.07 Tn2.46 Tn
17.29605 17.75685 = 52.34895 Tn11.07 2.46 = 24.6 Tn
24.6 = 76.94895 Tn
TnTnTnTnTnTn
TnTn
TnTn
8.379 Tn2.793 Tn
13.965
17.91375 18.48975 = 54.31725 Tn8.379 2.793 13.965 33.516 Tn
33.516 = 87.83325 Tn
TnTnTnTnTnTn
TnTn
TnTn
2.6235 Tn0.8745 Tn4.3725
7.203 7.779 = 22.185 Tn2.6235 0.8745 4.3725 10.494 Tn
10.494 = 32.679 Tn
TnTnTnTnTnTn
TnTn
TnTn
4.5315 Tn1.5105 Tn7.5525
10.995 11.571 = 33.561 Tn4.5315 1.5105 7.5525 18.126 Tn
18.126 = 51.687 Tn
TnTnTnTnTnTn
TnTn
TnTn
2.544 Tn0.848 Tn
4.24
7.045 7.621 = 21.711 Tn2.544 0.848 4.24 10.176 Tn
10.176 = 31.887 Tn
TnTnTnTnTnTn
TnTn
TnTn
4.851 Tn1.617 Tn8.085
11.42175 11.99775 = 34.84125 Tn4.851 1.617 8.085 19.404 Tn
19.404 = 54.24525 Tn
TnTnTnTnTnTn
TnTn
TnTn
4.704 Tn1.568 Tn
7.84
11.15125 11.72725 = 34.02975 Tn4.704 1.568 7.84 18.816 Tn
18.816 = 52.84575 Tn
TnTnTnTnTnTn
TnTn
TnTn
2.5245 Tn0.8415 Tn4.2075
7.0155 7.5915 = 21.6225 Tn2.5245 0.8415 4.2075 10.098 Tn
10.098 = 31.7205 Tn
TnTnTnTnTnTn
TnTn
TnTn
4.3605 Tn1.4535 Tn7.2675
10.6875 11.2635 = 32.6385 Tn4.3605 1.4535 7.2675 17.442 Tn
17.442 = 50.0805 Tn
Tn
TnTnTnTnTn
TnTn
TnTn
2.448 Tn0.816 Tn
4.08
6.8625 7.4385 = 21.1635 Tn2.448 0.816 4.08 9.792 Tn
9.792 = 30.9555 Tn
