Hoja1PIQUE DE PROA Y POPARefuerzos de Mamparossistema
Longitudinal en bodegasElementos principalesElementos Principales1)
modulo de seccion basico12) Longitudinales de
cubiertaLengthThicknessAreay-barProduct2nd ProductLocal i18)
BaosLengthThicknessAreay-barProduct2nd ProductLocal i25) De
Colision y estancosLengthThicknessAreay-barProduct2nd ProductLocal
iSMb = C1*C2*L^2*B*(Cb + 0.7)1358.775cm^2 .mSM =
7.8*c*s*h*l^2Member(cm)(cm)(cm2)(cm)(cm3)(cm4)(cm4)SM =
7.8*c*s*h*l^2Member(in)(in)(in2)(in)(in3)(in4)(in4)SM = 7.8chsQl^2
cm3Member(in)(in)(in2)(in)(in3)(in4)(in4)dondec1.25alaStiffener
Flange50.84.0006.20024.800153.7600.213c1alaStiffener
Flange40.83.2006.20019.840123.0080.171c0.56Stiffener
Flange50.84.00013.20052.800696.9600.213C1=16.33(L/100)2
15.47(L/100) + 7.74.1175s 0.5malmaStiffener
Web50.84.0003.30013.20043.5608.333s 0.5almaStiffener
Web50.84.0003.30013.20043.5608.333s 0.5Stiffener
Web120.89.6006.80065.280443.904115.200C2 = 0.01 (1.44
10-4)0.01h1.22Plating500.840.0000.40016.0006.4002.133h1.22Plating500.840.0000.40016.0006.4002.133h3.748h=0.8l+1.22l
es tomada en el centro de la
cubiertaPlating500.840.0000.40016.0006.4002.133Cb=0.95l2Sums
=48.00054.000203.72010.680l2.00tres eslorasSums
=47.20049.040172.96810.637Q1Sums
=53.600134.0801147.264117.547L=50m50SM requerido23.79cm^3SM
requerido19.03cm^3l3Area =48.000cm2 Height =6.6cmArea =47.200in2
Height =6.6inSM requerido73.67cm^3Area =53.600in2 Height
=13.6inHeight of NA =1.125cmSM Top =-28.06cm3 Height of NA
=1.039inSM Top =-23.85in3 Height of NA =2.501inSM Top =-83.74in3 2)
separacion entre longitudinales2nd Moment about NA =153.65cm4 SM
Bottom =136.58cm3 2nd Moment about NA =132.65in4 SM Bottom
=127.68in3 2nd Moment about NA =929.41in4 SM Bottom =371.54in3
s=508+0.83L549.5mms apropiado500mm13) Longitudinales de
costadoLengthThicknessAreay-barProduct2nd ProductLocal i19)
CuadernaLengthThicknessAreay-barProduct2nd ProductLocal i26) De
Tanques (para mamapros transversales y
longitudinales)LengthThicknessAreay-barProduct2nd ProductLocal iSM
= 7.8*c*s*h*l^2Member(cm)(cm)(cm2)(cm)(cm3)(cm4)(cm4)SM =
7.8*c*s*h*l^2Member(in)(in)(in2)(in)(in3)(in4)(in4)SM = 7.8chsQl^2
cm3Member(in)(in)(in2)(in)(in3)(in4)(in4)3) Plancha de
cubiertac1.25alaStiffener
Flange80.957.6009.42571.630675.1130.572c1.25Stiffener
Flange50.84.00016.20064.8001049.7600.213c1para refuerzos
verticalesStiffener Flange100.88.00011.20089.6001003.5200.427t1 =
0.009s + 2.4 mm6.9mms0.5malmaStiffener
Web80.957.6004.95037.620186.21940.533s 0.5Stiffener
Web150.812.0008.30099.600826.680225.000s 0.5Stiffener
Web100.88.0005.80046.400269.12066.667h4.02(sin considerar el
pantoque hasta por 1.22m encima de la
cubierta)Plating500.9547.5000.47522.56310.7173.572h2.62Plating500.840.0000.40016.0006.4002.133h2.72Plating500.840.0000.40016.0006.4002.1334.95mml2Sums
=62.700131.813872.04944.677l2.8Sums
=56.000180.4001882.840227.347Q1Sums
=56.000152.0001279.04069.227s500mmSM requerido78.39cm^3SM
requerido100.1364cm^3l3L50mArea =62.700cm2 Height =9.9cmArea
=56.000in2 Height =16.6inSM requerido95.47cm^3Area =56.000in2
Height =11.6int apropiado8mmHeight of NA =2.102cmSM Top =-82.03cm3
Height of NA =3.221inSM Top =-114.29in3 Height of NA =2.714inSM Top
=-105.30in3 2nd Moment about NA =639.62cm4 SM Bottom =304.25cm3 2nd
Moment about NA =1529.04in4 SM Bottom =474.65in3 2nd Moment about
NA =935.70in4 SM Bottom =344.73in3 4) planchas de costado hasta 0.4
L a proa y popat = 0.07L + 0.007s mmL
