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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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