Tareas

Volumen = PH/2 * B
We = peso total del escalón
We = volumen * PV
We = PHB/ 2 * PV
We = We / area del Escalon = PHB*PV / BH= P/2 * PV
ESCALERA:
MATERIAL |ESPESOR (M2) | PV.(Kg. /m2) | (Kg. /m2) |
LOSA CONC. ARMADA | T= 0.1165 | 2400 | 280 |
PLAFOND (MORTERO: CEM-ARENA) | 0.02 | 2000 | 40.00 |
ESCALONES | p/2= 0.09 |1500 | 135 |
CARGA ADICIONAL | | | |
a) CONCRETO | -------- | -------- | 20.00 |
b) MORTERO.. | -------- | -------- | 20.00 |
TOTAL = 495 (Kg. /m2) |Area de servicio = 65 m²
Escalera | S(m) | L(m) | CM kg/m² | CV kg/m² | CA Kg/m² | CT Kg /m² |
| 1.95 | 3.50 | 495 | 170 | 0 | 665 |
TOTAL = 665 kg/m²|

Bajada de cargas escalera=
WT= CT W= A.CT/ S= (L/2) S. CT/ S
W= L/2.CT= 1164 Kg/m

BAJA DE CARGAS

1ER.NIVEL: LOSA DE ENTREPISO (VIGUETA Y BOVEDILLA)

LOSA | S= (M) | WT =(KG/M2 | W= WT.S/2 = (KG. /M) |
1 | 3.65 | 627 | 1145 |
2 | 3.15 | 627 | 988 |
3 |1.50 | 784 | 588 |
4 | 1.95 | 627 | 612 |
6 | 5.00 | 627 | 1568 |
7 | 2.20 | 627 | 690 |
8 | 1.95 | 784 | 765 |
|
LOSA |B= (M) | WT =KG/M2 | W= WT.B= (KG. /M) |
5 | 2.50 | 627 | 1568 |

BAJA DE CARGAS

2DO. NIVEL: LOSA DE AZOTEA (VIGUETA Y BOVEDILLA)LOSA | S= (M) | WT =(KG/M² | W= WT.B = (KG/M) |
1 | 3.65 | 524 | 967 |
2 | 3.35 | 680 | 1139 |
3 | 1.50 | 680 | 510 |
4 | 1.95 | 680 | 663 |
5 |4.00 | 680 | 1360 |
6 | 1.90 | 680 | 646 |

LOSA | B= (M) | WT =KG/M² | W= WT.B = (KG/M) |
7 | 2.50 | 680 | 1700 |
8 | 3.58 | 564 | 2020 |