VIGA CIMENTACION 02
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VIGA DE CONEXIÓN V01 Ln = 3.78 m 21.19 Tn 8.19 Tn 26.4 Tn 10.13 Tn 2 Kg/m2 750 kg/m2 2.1 Tn/m3 4200 kg/m2 210 kg/m2 C3 : 0.3 0.3 m2 C4: 0.4 0.3 m2 PERALTE 0.54 m 0.251 m > h/2 entonces H 0.5 y b = 0.3 m 38.5 TN 0.432 TN/m 46.71 31.14
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CIMENTACIONES
Transcript of VIGA CIMENTACION 02
Hoja1VIGA DE CONEXIN V01Ln = 3.78m21.19Tn8.19Tn26.4Tn10.13Tn2Kg/m2750kg/m22.1Tn/m34200kg/m2210kg/m2C3 :0.30.3m2C4:0.40.3m2PERALTE0.54m0.251m>h/2entonces H =0.5y b = 0.3m38.5TN0.432TN/m46.7131.141.251292.85CONFORMEAs = 5.632cm2
4.266405
USAR :2 3/4 S =68.76MUSAR: 3 3/8 @ 0.65 M
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