# Calculo de escaleras elecricas

Páginas: 2 (331 palabras) Publicado: 30 de noviembre de 2010
CALCULO DE ESCALERAS
1.- A= 1.732(H)+4.421
A= 1.732 (9.75)+4.421
A= 21.308

CAP/Hr= NPx U x 3600 = 2x0.60x3600 = 10640.3940.406 0.406

3.- TIEMPO DE ESPERA
2(H)+3.15 = 2(9.75)+3.15 = 37.750
U 0.60

2.70 (W) (A) = 270(1.20) (21.308) = 6903.792/70per = 98.626 = 99per
5.- # ESCALERAS
#ESC = A = 21.308 = 52.483x2 = 104.966 = 105 per0.406 0.406

6.- AREA DE VESTIBULACION
105per x 0.32m²/per = 33.600 m² vest.

1.- A= 1.732(H)+4.421
A= 1.732(11.25)+4.421
A= 23.906

CAP/Hr= NPx U x 3600 = 1.50x0.60x3600 = 7980.296 per/hr
0.406 0.4063.- TIEMPO DE ESPERA
2(H)+3.15 = 1.50(11.25)+3.15 = 33.375
U 0.60

2.70 (W)(A) = 270(1.00) (23.906) = 6454.620/70per = 920209 = 92.209per
5.- # ESCALERAS
#ESC = A = 23.906 = 58.882x2 = 117.764 = 118 per
0.406 0.406

6.- AREA DEVESTIBULACION
118per x 0.32m²/per = 37.760m² vest.

1.- A= 1.732(H)+4.421
A= 1.732 (2.50)+4.421
A= 8.751

CAP/Hr= NPx U x 3600 =1.20x0.60x3600 = 6384.230 per/hr
0.406 0.406

3.- TIEMPO DE ESPERA
2(H)+3.15 = 2(2.50)+3.15 = 13.583U 0.60

2.70 (W) (A) = 270(.80) (8.8751) = 1890.216/70per = 27.003 per
5.- # ESCALERAS
#ESC = A =...

Regístrate para leer el documento completo.