Memoria de calculo almacen - trabes acero
- 1. W = ML 74.00
No. DISTANCIA KG/ML TOTAL (W)
TB - 19 1 A - B 6.95 74.00 514.30
TB - 20 1 B - C 4.75 74.00 351.50
TB - 21 A 1 - 2 3.90 74.00 288.60
TB - 22 B 1 - 2 3.90 74.00 288.60
TB - 23 C 1 - 2 3.90 74.00 288.60
TB - 24 2 A - B 6.95 74.00 514.30
TB - 25 2 B - C 4.75 74.00 351.50
TB - 26 A 2 - 3 4.30 74.00 318.20
TB - 27 B 2 - 3 4.30 74.00 318.20
TB - 28 C 2 - 3 4.30 74.00 318.20
TB - 29 3 A - B 6.95 74.00 514.30
TB - 30 3 B - C 4.75 74.00 351.50
TB - 31 A 3 - 4 5.75 74.00 425.50
TB - 32 B 3 - 4 5.75 74.00 425.50
TB - 33 4 A - B 6.95 74.00 514.30
TB - 34 A 4 - 5 2.35 74.00 173.90
TB - 35 B 4 - 5 2.35 74.00 173.90
TB - 36 5 A - B 6.95 74.00 514.30
Total Kg 6645.20
EJE
CALCULO DE CARGAS TRABES DE ACERO DE 300/74 kg PLANTA BAJA