MODELACION ESTRUCTURAL
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MODELACION ESTRUCTURAL H(m) 0.17 270 0.20 300 0.25 350 0.30 420 bw > 10 cm LOSA ALIGERADA CON DOS TRAMOS H < 3.5 bw s < 75 cm DATOS hf > s/12 2.5 o 5 cm (mayor) b 0.10 10 f'c 210 0.40 40 f'y 4200 d 0.17 17 s/c 350 β 0.85 acabado 100 0.90 < tabiqueria 100 < 0.20m < METRADO DE CARGAS Carga Muerta (CM) 300 x 0.40 m= 120 100 x 0.40 m= 40 100 x 0.40 m= 40 CM 200 kgf/m Carga Viva (CV) s/c 350 x 0.40 m= 140 CV 140.00 kgf/m CALCUL 518 kgf/m o 0.52 T/m HALLAN 0.437 4.50 1.144 4.90 0.518 0.749 0.888 w(kgf/m 2 ) kgf/cm 2 b 1 kgf/cm 2 kgf/m 2 kgf/m 2 kgf/m 2 h losa CALCUL w losa kgf/m 2 ρ b = w acabado kgf/m 2 w tabiqueria kgf/m 2 CALCUL ρ max = kgf/m 2 w u =1.4CMx1.7CV w u = As max = 0.85 x f' As 1 - L 1 As 2 - L 2 As 3 - As 1 - As 4 + As 2 - As 5 + As 3 - As 4 + As 5 +
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