DISEO DE CONCRETO A FLEXOCOMPRESION d' 6 cm (Mn)t 118.41665665d 73 cm COMPRESIN dt 75 cm (Mn)c 4.0811211284b 30 cm P' 0.0007218347f'c 28 Mpa ASfy 420 MPa Pt 0.0219705597Md 59.74 T-m As 48.115525813Ml 24.1 T-m As' 1.5808180632Mu 110.248 T-m (As-As')/fy 0.0110796923Mn 122.49777778 T-m Prueba 0.0023286274Rn 0.2684554415 Si fluyew 0.3315077735 CANTIDAD DE ACEROP 0.0221005182 a 27.3733575Pb 0.0283316333 a/2 13.68667875Pb 0.021248725 Mn 122.70519977

TRABAJA A FLEXOCOMPRESIN OKTENSIN w 0.318730875Rn 0.2595116125

T-m Asignacion de varillas 31.8 mm #10

T-m 7.94226039#varillas 6Compresin 7.9 mm #2,5

0.49016699#varillas 3

A

A

w Rn0.308 0.2520.309 0.2527

Hoja1