VERIFICACION DE PUENTE AEREO DE TUBERIAS

Ingrese los datos de casilleros amarillosPUENTE AEREO ANTAPARCO.

Longitud=22.00m

D/pendola1.00mseparacion entre pendola

Flecha =2.20m

Flecha =2.00mRedondeo

pend.1.75Ok

Tmax.serCOS(O)0.45

F.S.V.=Wp*b/2

Tmax.serSEN(O)*b/4+Tmax.serCOS(O)*3H/4

1.663.47>2.00Ok

0.48

Diseo de la torre de elavacin:

O2 en grados =20O2=10.305

Torred0.25mTmax.ser SEN O2 =0.22Ton

d0.25mTmax.ser COS O2 =0.60Ton

H3.30mTmax.ser SEN O =0.45Ton

p.e. cto.2.40Ton/m3Tmax.ser COS O =0.45Ton

Wp0.50Ton

Zapatahz0.40m

b1.00m

prof.1.00m

p.e.cto.2.40Ton/m3

Wz0.96TonClculo de las cargas de sismo

Nivelhi (m)pi (Ton)pi*hiFsi (Ton)

S1.2033.300.170.540.02

U1.0022.200.170.360.01

C0.4011.100.170.180.01

Z0.401.090.03

Rd3.00

H (cortante basal)0.03Ton

e = b/2 - d =0.21< b/3 =0.33Ok

d =(Wp*2b/3+Wz*b/2+Tmax.ser*SEN(O2)*2b/3+Tmax.ser*SEN(O)*2b/3-(Tmax.ser*COS(O2)-Tmax.serCOS(O))*(H+hz)-Fs3*(H+hz)-Fs2*2*(H+hz)/3-Fs1*(H+hz)/3

Wp+Wz+Tmax.ser*SEN(O)+Tmax.ser*SEN(O2)

d =0.620.289m

2.13

Factores de seguridad al deslizamiento y volteo

F.S.D. = (Wp+Wz+Tmax.ser*SEN(02)+Tmax.ser*SEN(O))*U1.065.88 > 1.5Ok

(Tmax.ser*COS(O2)-Tmax.ser*COS(O)+Fs3+Fs2+Fs1)0.18

F.S.V. =(Wp*2b/3+Wz*b/2+Tmax.ser*SEN(O2)*2b/3+Tmax.ser*SEN(O)*2b/3+Tmax.ser*COS(O)*(H+hz))

(Tmax.ser*COS(O2)*(H+hz)+Fs3*(H+hz)+Fs2*2*(H+hz)/3+Fs1*(H+hz)/3)

F.S.V. =2.944.57 > 1.75Ok

0.64