Tablas De Varrillas
Páginas: 4 (953 palabras)
Publicado: 5 de septiembre de 2011
ACEROS NORMAL Y ALTA RESISTENCIA |
Diámetropulgadas | VarillaTon. | TraslapeTon. | GanchosTon. | AlambreKg. | COSTO |
| | | | | fyp. 2320$ / ton. | fyp. 4000$ / ton. |
5/16 | 1.000 |0.01254 | 0.0366 | 38.682 | --------- | $6027.16 |
3/8 | 1.000 | 0.0126 | 0.0433 | 26.82 | $ 5680.27 | 5680.27 |
1/2 | 1.000 | 0.01695 | 0.0507 | 15.10 | 5629.43 | 5629.43 |
5/8 | 1.000 | 0.0213 |0.0633 | 10.25 | 5668.84 | 5668.84 |
3/4 | 1.000 | 0.0257 | 0.0866 | 6.7113 | 5774.25 | 5774.25 |
7/8 | 1.000 | 0.0305 | 0.0994 | 4.933 | 5845.62 | 5845.62 |
1 | 1.000 | 0.0345 | 0.1255 | 3.715 |5984.73 | 5984.73 |
1 1/4 | 1.000 | 0.0435 | 0.1413 | 2.415 | 6096.58 | 6096.58 |
1 1/2 | 1.000 | 0.05040 | 0.1742 | 1.677 | 6288.68 | 6288.68 |
DIMENSIONES Y PESOS | EMPALME: e (f´c enKg/cm2) |
DIAMETRO | Perímetrocm | Áreacm2 | PesoKg / m | a | b | c | d | LOSA Y COLUMNA | NERVADURA |
Pulg. | cm. | | | | | | | | f´c= 150 f´c= 200 | f´c= 150 f´c= 200 |
1/4 | 0.64 | 2.00 |032 | 0.25 | 4 | 9 | 3 | 7 | 40 | 25 | 60 | 40 |
5/16 | 0.79 | 2.48 | 0.49 | 0.39 | 5 | 11 | 3.5 | 7.5 | 40 | 27 | 60 | 42 |
3/8 | 0.95 | 2.99 | 0.71 | 0.57 | 6 | 13 | 4 | 8 | 40 | 30 | 60 | 45 |1/2 | 1.27 | 3.99 | 1.22 | 1.00 | 8 | 17 | 5 | 10 | 50 | 40 | 75 | 60 |
5/8 | 1.59 | 4.99 | 1.93 | 1.57 | 10 | 21 | 6 | 11 | 65 | 50 | 95 | 70 |
3/4 | 1.91 | 5.99 | 2.84 | 2.26 | 11 | 26 | 8 | 12| 75 | 60 | 115 | 85 |
7/8 | 2.22 | 6.98 | 3.87 | 3.07 | 14 | 30 | 9 | 13 | 90 | 70 | 135 | 100 |
1 | 2.54 | 7.98 | 5.03 | 4.00 | 15 | 34 | 10 | 14 | 100 | 75 | 150 | 115 |
1 1/8 | 2.86 | 8.98 |6.39 | 5.08 | 17 | 38 | 11 | 15 | 115 | 85 | 170 | 130 |
1 1/4 | 3.18 | 9.98 | 7.87 | 6.27 | 19 | 43 | 13 | 16 | 125 | 95 | 190 | 145 |
1 1/2 | 3.81 | 11.97 | 11.35 | 9.02 | 23 | 51 | 15 | 18 |150 | 115 | 230 | 170 |
ACERO DE VARILLAS
MORTERO
ANALISIS DE COSTO TIPO
CONCEPTOMEZCLA MORTERO-ARENA 1:4 | Un. | Cant. | P. U. | Importe |
0.333 t. DE Mortero + 3% desp. | Ton. | 0.309 |...
Diámetropulgadas | VarillaTon. | TraslapeTon. | GanchosTon. | AlambreKg. | COSTO |
| | | | | fyp. 2320$ / ton. | fyp. 4000$ / ton. |
5/16 | 1.000 |0.01254 | 0.0366 | 38.682 | --------- | $6027.16 |
3/8 | 1.000 | 0.0126 | 0.0433 | 26.82 | $ 5680.27 | 5680.27 |
1/2 | 1.000 | 0.01695 | 0.0507 | 15.10 | 5629.43 | 5629.43 |
5/8 | 1.000 | 0.0213 |0.0633 | 10.25 | 5668.84 | 5668.84 |
3/4 | 1.000 | 0.0257 | 0.0866 | 6.7113 | 5774.25 | 5774.25 |
7/8 | 1.000 | 0.0305 | 0.0994 | 4.933 | 5845.62 | 5845.62 |
1 | 1.000 | 0.0345 | 0.1255 | 3.715 |5984.73 | 5984.73 |
1 1/4 | 1.000 | 0.0435 | 0.1413 | 2.415 | 6096.58 | 6096.58 |
1 1/2 | 1.000 | 0.05040 | 0.1742 | 1.677 | 6288.68 | 6288.68 |
DIMENSIONES Y PESOS | EMPALME: e (f´c enKg/cm2) |
DIAMETRO | Perímetrocm | Áreacm2 | PesoKg / m | a | b | c | d | LOSA Y COLUMNA | NERVADURA |
Pulg. | cm. | | | | | | | | f´c= 150 f´c= 200 | f´c= 150 f´c= 200 |
1/4 | 0.64 | 2.00 |032 | 0.25 | 4 | 9 | 3 | 7 | 40 | 25 | 60 | 40 |
5/16 | 0.79 | 2.48 | 0.49 | 0.39 | 5 | 11 | 3.5 | 7.5 | 40 | 27 | 60 | 42 |
3/8 | 0.95 | 2.99 | 0.71 | 0.57 | 6 | 13 | 4 | 8 | 40 | 30 | 60 | 45 |1/2 | 1.27 | 3.99 | 1.22 | 1.00 | 8 | 17 | 5 | 10 | 50 | 40 | 75 | 60 |
5/8 | 1.59 | 4.99 | 1.93 | 1.57 | 10 | 21 | 6 | 11 | 65 | 50 | 95 | 70 |
3/4 | 1.91 | 5.99 | 2.84 | 2.26 | 11 | 26 | 8 | 12| 75 | 60 | 115 | 85 |
7/8 | 2.22 | 6.98 | 3.87 | 3.07 | 14 | 30 | 9 | 13 | 90 | 70 | 135 | 100 |
1 | 2.54 | 7.98 | 5.03 | 4.00 | 15 | 34 | 10 | 14 | 100 | 75 | 150 | 115 |
1 1/8 | 2.86 | 8.98 |6.39 | 5.08 | 17 | 38 | 11 | 15 | 115 | 85 | 170 | 130 |
1 1/4 | 3.18 | 9.98 | 7.87 | 6.27 | 19 | 43 | 13 | 16 | 125 | 95 | 190 | 145 |
1 1/2 | 3.81 | 11.97 | 11.35 | 9.02 | 23 | 51 | 15 | 18 |150 | 115 | 230 | 170 |
ACERO DE VARILLAS
MORTERO
ANALISIS DE COSTO TIPO
CONCEPTOMEZCLA MORTERO-ARENA 1:4 | Un. | Cant. | P. U. | Importe |
0.333 t. DE Mortero + 3% desp. | Ton. | 0.309 |...
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