Download - Compro Baci on Basal
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PESO TOTAL DE LA EDIFICACIONAzotea(5ta planta)
Peso unitario Base(m) Ancho(m) Altura(m) Largo(m) CantidadCM(T)Peso de superficie
Losa aligerada 0.21 15.05 15.95 1Tabiqueria 0.09 15.05 15.95 1Acabados 0.1 15.05 15.95 1
Peso en viga transversal2.4 0.25 0.4 15.95 22.4 0.4 0.2 15.95 22.4 0.15 0.2 15.95 1
Peso de viga longitudinal2.4 0.25 0.5 13.85 22.4 0.25 0.45 13.85 32.4 0.25 0.2 1.2 5
Peso columnaC-1 2.4 0.3 0.6 2.8 6C-2 2.4 0.25 0.6 2.8 6C-3 2.4 0.25 0.5 2.8 4C-4 2.4 0.25 0.45 2.8 4
Peso muertoCV(T)Sobrecarga 0.1 15.05 15.95
(2da,3ra,4ta planta)Peso unitario Base(m) Ancho(m) Altura(m) Largo(m) Cantidad
CM(T)Peso de superficie
Losa aligerada 0.21 15.05 15.95 1Tabiqueria 0.21 15.05 15.95 1Acabados 0.1 15.05 15.95 1
Peso en viga transversal2.4 0.25 0.4 15.95 22.4 0.4 0.2 15.95 22.4 0.15 0.2 15.95 1
Peso de viga longitudinal2.4 0.25 0.5 13.85 22.4 0.25 0.45 13.85 32.4 0.25 0.2 1.2 5
Peso columnaC-1 2.4 0.3 0.6 2.8 6C-2 2.4 0.25 0.6 2.8 6C-3 2.4 0.25 0.5 2.8 4
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C-4 2.4 0.25 0.45 2.8 4Peso muertoCV(T)Sobrecarga 0.2 15.05 15.95
1re plantaPeso unitario Base(m) Ancho(m) Altura(m) Largo(m) Cantidad
CM(T)Peso de superficie
Losa aligerada 0.21 15.05 15.95 1Tabiqueria 0.21 15.05 15.95 1Acabados 0.1 15.05 15.95 1
Peso en viga transversal2.4 0.25 0.4 15.95 22.4 0.4 0.2 15.95 22.4 0.15 0.2 15.95 1
Peso de viga longitudinal2.4 0.25 0.5 13.85 22.4 0.25 0.45 13.85 32.4 0.25 0.2 1.2 5
Peso columnaC-1 2.4 0.3 0.6 4.2 6C-2 2.4 0.25 0.6 4.2 6C-3 2.4 0.25 0.5 4.2 4C-4 2.4 0.25 0.45 4.2 4
Peso muertoCV(T)Sobrecarga 0.2 15.05 15.95
CM CV PS PS(SISMO) PS=CM+0.25CVN1 189.5368 48.0095 237.5463 201.539175N2 179.692 48.0095 227.7015 191.694375N3 179.692 48.0095 227.7015 191.694375N4 179.692 48.0095 227.7015 191.694375N5 150.8863 24.00475 174.89105 156.887488
1095.54185 933.509788
0.1125P Vxx 105.0198510.150P Vyy 140.026468
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PESO TOTAL DE LA EDIFICACIONAzotea(5ta planta)
Peso(T)CM(T)
50.40997521.604275
24.00475
7.6566.12481.1484
8.3111.2185
0.72
7.25766.048
3.363.024
150.8863CV(T)
24.00475
(2da,3ra,4ta planta)Peso(T)
CM(T)
50.40997550.409975
24.00475
7.6566.12481.1484
8.3111.2185
0.72
7.25766.048
3.36
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3.024179.692
CV(T)48.0095
1re plantaPeso(T)
CM(T)
50.40997550.409975
24.00475
7.6566.12481.1484
8.3111.2185
0.72
10.88649.072
5.044.536
189.5368CV(T)
48.0095
PS=CM+0.25CV