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Verificacion de Puente Aereo de Tuberias
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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
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