Download - ALBA-- MURO
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DISEO POR SISMO MODERADO
MUROSL (m)Pg (Ton)Ve (ton)Me (tn-m)Vm (ton)Ve=0.18 cm24 8 mm
a.3 DETERMINACION DE LOS ESTRIBOS DE CONFINAMIENTO
S1=10431.98 cmAv=0.73 cmL estribo segn norma
S2=5000.00 cm
S3=0.0325>= 5 cm5 cm5.00 cm
S4=10.00 cmMinimo=5.00 cm
[] 6mm 1@5, 4@10, r@25
b) DISEO DE VIGAS 1 NIVEL
Ts=40.50 Tn40500.00 kg
As=10.71 cm2>=2.17 cm2Acs: Area de la secc.transv de la solera=bdAcsminimo 48mm13.0 cm40.0 cm520.0 cm
[] 6mm 1@5, 4@10, r@25
DISEO DE LOS PISOS SUPERIORES NO AGRIETADOS
Mui=1.36 Tn-mMomento actuante en el piso
F=0.43 Tn
T=-23.28 Tn-23275.28 kg23275 kg
As=6.16 cm2>=2.17 cm2Cumple
C=24.14 Tn24144.72 kg
An=64.18 cm2An (area de nucleo)
Ts=9.87 Tn9872.73 kg
As=2.61 cm2>=2.17 cm2CumpleMinimo 48mm
[] 1/4 1@5, 4@10, r@25
C = Pc + FF = Me/LAn = As + (C/Q - As.Fy) 0.85 .F'cAcf = Vc 0.2.F'c.Asf = Vc Fy . .Ast = T Fy ..As = Asf + AstS1 = Av.Fy 0.3t.F'c(Ac/An-1)S2 = Av.Fy 0.12.Tn.F'c S3 = d 2S4 = 10 cm.Ts = Vm1 (Lm) 2LAs = Ts >= 0.1.F'c.Acs .Fy FyMui = Me (Vm1 / Ve1)F = Mu LT = F - Pc >= 0C = Pc + FAs = T >= 0.1.F'c.Ac .Fy FyAn = As + (C/Q - As.Fy) 0.85 .F'cTs = Vu (Lm) 2 LAs = Ts >= 0.1.F'c.Acs .Fy Fy
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