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Cálculos de la Curva

R= 150m α= 27,78°

 Tg= R. Tan (∝2 )   = 150m . Tan(13,8! = 37,03m

Cl= 2.R."en (∝2 )  = 2(150m!. "en(13,8! = 72,012m

#$%= Tan (∝4 ) . Tg = %an(&,'5!.37,03m = ',518m

e= R (1−cos(∝2 ))  = 150m.( 1 Cos(13,8!! = ',38&m

)c=(π .R . α  )

180=(π .150m .27,78)

180  = 72,728 m

 Te = 2*778,207 m

 Ts= (2*778,207! * 72,012m = 2*850,21 m

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+#R-T#

R=150m /=&0 Km

h   a=3,&5m =1,30m -a va cuen%a con ' canales

omr4llos.

 Tc= 2*75&,372 m Co%a TC = 101,'0&m = 2 +l1= &,2& +l2=&,Ro%ac4on /or el e6e.

• + = 0,0078&5 .Vp ²

 R   0,1&3 * 0,000&&&. /

+= 0,032' 3,2' 3

n= &&,&7 * 1,&7(/! = &&,&7 * 1,&7(&0! = 1&&,87

• 9= a.= (2(3,&5m!*1,30m!(0,02! = 0,172m• 9/= /. = (2(3,&5m!*1,30m!(0,03!= 0,258m

• -%= a..n = (2(3,&5m!*1,30m!(0,02!(1&&,87!= 28,70m

• -%/= a./.n = (2(3,&5m!*1,30m!(0,03!(1&&,87!= '3,052m

COTAS

Para la pendiente longitudinal de 6,26%

:"# ; Co%a #6e= 1.01,'0& m

  Co%a

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  Co%a

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+rog ; = (2*727,&71! (28,70! = 2*&8,71m+rog ;;; = (2*727,&71! * (28,70! = 2*75&,371m

Para la pendiente longitudinal de 6,99%

+rog. = 2*770,723m

+rog. ; = 2*770,723 * (1

3 ) ('3,052! = 2*785,07'm+rog. ;; = (2*770,723! * ('3,052! =2*813,775m+rog ; = (2*813,775m! * (28,70! = 2*8'2,'75m+rog ;;; = (2*813,775m! (28,70! = 2*785,075m