PREDIM ESTRUCT CONCRETO

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  DATOS ARQUITECTONICOS  Pisos 12 uL1 6 m Atrib 29.205 m2L2 5.8 m CU1 1.30 t/m2L3 5 m CU2 1.51 t/m2L4 4.9 m CU3 1.06 t/m2H 3 m Pu550.1tCARGASAmin_conc7238cm2 CV1 0.35 t/m2CM1 0.62 t/m3 DIMENSIONES Pisos 1 u Ancho 30 cmCV2 0.48 t/m5 Profundidad 30 cmCM2 0.62 t/m6 Ag900cm2 Pisos 6 u Varillas_ancho 3 uCV3 0.2 t/m8 Varillas_profu 3 uCM3 0.62 t/m9 12 mmPisos 5 u ф_estribo 10 mmRecubrimiento 2.5 cmf'c 210 kg/cm2fy 4200 kg/cm2ф_longitud  bc 25 cmAc 625 cm2Num_varillas 8 uAs_total 9.04 cm2Cuana 1.00% CumpleSep_ancho 9.7 CumpleSep_prof 9.7 Cumple CONFINAMIENTO d' 4.1 cm26 cm6 cm1.07 cm20.7284375 cm2 1.07cm2 As_estribo 0.785 cm2 # ramas1.4u d_ min S_ max A sh1 A sh2 A sh  1 0 0 12 0.004 26.7638 23 0.01 38.4693 34 0.018 39.2768 45 0.028 39.9068 56 0.04 8.9454 67 0.054 4.4393 78 0.07 2.457 89 0.088 1.4741 9duclidad 4acer 1.01% 0 0.02 0.04 0.06051015202530354045  0 0 1 0 00.004 21.1832 2 14.1424 0.0040.01 26.9628 3 14.4226 0.010.018 27.6058 4 14.5472 0.0180.028 28.5731 5 15.1374 0.0280.04 29.4998 6 15.8751 0.040.054 7.5245 7 16.4047 0.0540.07 2.7662 8 16.9754 0.070.088 1.6332 9 13.1101 0.08810 1.8781 0.109duclidad 5.4 11 0.8229 0.131acero 0.67% 12 0.5559 0.155 0.08 0.1 0.12 0.14 0.16 0.18
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