Partidas
| | DISEÑO DE FIERROS | ø | | | | | | | | | PARCIAL MI | PARCIAL Ml*Kgr | TOTAL |
10.00.00 | ZAPATAS | | | | | | | | | | | | | |
10.01.00 | Acero f´y= 4.200kg/cm2 | | | | | | | | | | | | | 110.372 |
| ZA - 1 | Princ. | 1/2| 2.00 | 13 | | | 1.20 | | | | 31.20 | 31.824 | |
| ZA - 2 | Princ. | 1/2 | 2.00 | 12 | | | 1.10 | | | | 26.40 | 26.928 | |
| ZA - 3 | Princ. | 3/8 | 3.00 | 11 | | 1.00 | | | | | 33.00 | 19.14 | |
| ZA - 4 | Princ. | 3/8 | 4.00 | 10 | | 0.90 | | | | | 36.00 | 20.88 | |
| ZA - 5 | Princ. | 3/8 | 2.00 | 10 | | 1.00 | | | | | 20.00 | 11.6 | |
11.00.00 | COLUMNAS (1° NIVEL) | | | | | | | | | | | | | |
11.01.00 | Acero f´y= 4.200kg/cm2 | | | | | | | | | | | | | 559.26 |
| C-1 | Princ. | 5/8 | 2.00 | 6.00 | | | | 4.50 | | | 54 | 86.4 | |
| C-2 | Princ. | 5/8 | 2.00 | 4.00 | | | | 4.50 | | | 36 | 57.6 | |
| | Princ. |1/2 | 2.00 | 2.00 | | | 4.50 | | | | 18 | 18.36 | |
| C-3 | Princ. | 5/8 | 3.00 | 4.00 | | | | 4.50 | | | 54 | 86.4 | |
| | Princ. | 1/2 | 3.00 | 2.00 | | | 4.50 | | | | 27 | 27.54 | |
| C-4 | Princ. | 5/8 | 4.00 | 4.00 | | | | 4.50 | | | 72 | 115.2 | |
| | Princ. | 1/2 | 4.00 | 2.00 | | | 4.50 | | | | 36 | 36.72 | | | C-5 | Princ. | 5/8 | 2.00 | 4.00 | | | | 4.50 | | | 36 | 57.6 | |
| | Princ. | 1/2 | 2.00 | 2.00 | | | 4.50 | | | | 18 | 18.36 | |
| C-6 | Princ. | 1/2 | 3.00 | 4.00 | | | 4.50 | | | | 54 | 55.08 | |
| | | | | | | | | | | | | | |
11.02.00 | Acero f´y= 4.200kg/cm2 | | | | | | | | | | | | | 228 |
| C-1 | Estribo | 3/8 | 2.00 | 36.00 | | 1.20 | | | | | 86.4 | 21.6 | |
| C-2 | Estribo | 3/8 | 2.00 | 32.00 | | 1.20 | | | | | 76.8 | 19.2 | |
| C-3 | Estribo | 3/8 | 3.00 | 48.00 | | 1.20 | | | | | 172.8 | 43.2 | |
| C-4 | Estribo | 3/8 | 4.00 | 64.00 | | 1.20 | | | | | 307.2 | 76.8 | |
| C-5 | Estribo | 3/8 |2.00 | 32.00 | | 1.50 | | | | | 96 | 24 | |
| C-6 | Estribo | 3/8 | 3.00 | 48.00 | | 1.20 | | | | | 172.8 | 43.2 | |
| | | | | | | | | | | | | | |
12.00.00 | VIGAS (1 NIVEL) | | | | | | | | | | | | | |
12.01.00 | Acero f´y= 4.200kg/cm2 | | | | | | | | | | | | | 310.5752 |
| VP-101 | Princ. | 1/2 | 1.00 | 1 | | | 30.89 | | | | 30.89 | 31.5078 | |
| | Estribo | 3/8 | 1.00 | 59.00 | | 1.500 | | | | | 88.5 | 51.33 | |
| VP -102 | Princ. | 1/2 | 1.00 | 1.00 | | | 30.89 | | | | 30.89 | 31.5078 | |
| | Estribo | 3/8 | 1.00 | 59.00 | | 1.500 | | | | | 88.5 | 51.33 | |
| VP-103 | Princ. | 1/2 | 1.00 | 1.00| | | 32.53 | | | | 32.53 | 33.1806 | |
| | Estribo | 3/8 | 1.00 | 50.00 | | 1.500 | | | | | 75 | 43.5 | |
| VA | Princ. | 1/2 | 1.00 | 1.00 | | | 26.85 | | | | 26.85 | 27.387 | |
| | Estribo | 3/8 | 1.00 | 64.00 | | 1.100 | | | | | 70.4 | 40.832 | |
| | | | | | | | | | | | | | |
13.00.00 | LOSAALIGERADA | | | | | | | | | | | | | |
13.01.00 | Acero f´y= 4.200kg/cm2 | | | | | | | | | | | | | 120.258 |
| Eje B - C entre eje 1-5 | Princ. | 1/2 | 1 | 1 | | | 19.3 | | | | 19.3 | 19.686 | |
| | Princ. | 3/8 | 1 | 1 | | 8.35 | | | | | 8.35 | 4.843 | |
| Eje A - B entre eje 1-5 | Princ. | 1/2 | 1 | 1...
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