PREDIMENSIONAMIENTO DE EL 1.-LOSA. s/c < 300 350 Kg /cm² fy = 4200 Kg /cm² 8.00 5.00 e = 24.02 ≈ 2.- VIGAS. a)Viga principal: USO Institución Educativa 300 kg/cm² h= L.L/10= 3.92 = 0.39 m 10 h= 40.00 cm b= 25.00 cm vp:(0.25 x 0.40) b)Viga secundaria: h= L.L/11= 3.75 = 0.34 m 11 h= 35.00 cm b= 25.00 cm vs:(0.25 x 0.35)
Hoja de calculo para el Metrado de Cargas,estudio de análisis de cargas en una estructura
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