Universidad Católica Boliviana "San Pablo"

UNIVERSIDAD CATÓLICA BOLIVIANA “SAN PABLO” ANEXOS YAMILEY FLORES CÁCERES 21 472.81 14.07 0.05 36 4.8 40 72 508.10 kN 218.06 c V    =  +    =     (ACI 318-19 Tabla 22.5.8.2) 231.25 0.05 36 40 72 231.25 900.73 2184.31 kN 106.65 ci V   =    + +  =     (ACI 318-19 22.5.8.3.1a) ( ) 0.29 36 0.3 1.7 40 72 649.41 kN cw V =  +    = (ACI 318-19 22.5.8.3.2) ( ) ( ) min , , 0.75 508.10, 2184.31,649.41 381.08 kN c c ci cw V V V V  = =  = Límite inferior de ,min 1 36 40 72 288.00 kN 381.08 kN ...o.k. 6 c V =    =  Diseño de Estribos Usar ϕ 8 mm, A v = 1.00 cm 2 472.81 381.08 122.31 kN 0.75 s V − = = ,max 0.33 36 40 72 570.24 kN s V =    = (ACI 318-19 9.7.6.2.2) 1 500 72 29 cm 122.31 S   = = max 3 67.5 90 min 60 cm 29 cm 4 60 60 S        = = =            Verificar A v, min 2 2 11 0.987 10 996.57 0.4 11 0.987 10 1861 17.04 500 ps se A f  =         +  1081.97 kN 1149.00 kN... Caso 1 ps se A f  =  2 ,min 40 0.062 36 0.298 500 min 0.280 cm 40 0.280 0.35 500 v A           = = =              (ACI 318-19 9.6.3.3) 2 2 ,min 1.00 cm 0.280 cm ...o.k. v v A A =  =