Kolida KTS-442UT Series, Руководство пользователя

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195
PT 1800.000
，
1800.000
，
2000.000 CRLF
1.2
CALCULATION OF ROAD ALIGNMENT ELEMENTS
⑴
Calculation of the length of transition curve
L
2 . 1
=
R
A
2
2 . 1
L
2 . 1
: Length of transitional curve
A
2 . 1
: parameter of transitional curve
R
: radius
L
1
=
R
A
2
1 =
100
80
2
=64 m
L
2
=
R
A
2
2 =
100
80
2
=64 m
⑵
Calculation of Deflection Angle

=
A
L
2
2
2

1
=
80
64
2
2
2

= 0.32 rad

deg

0.32

180 =18°20′06″


1
= -

2
⑶
Calculation of coordinate of points on transitional curve:

2
 
A N ....)
9360 216 10
1 (
6 4 2
  
  

2
 
A E ....)
7560 1320 42 3
(
7 5 3
   
  
32 . 0 2 80
  
N ....)
9360 216 10
1 (
) 32 . 0 ( ) 32 . 0 ( ) 32 . 0 (
6 4 2
  
)
9360
4 0010734182 . 0
216
01048576 . 0
10
01024 . 0
1 ( 64
   
) 00000011 . 0 00004855 . 0 01024 . 0 1 ( 64
   

64 * 0.98981

63.348
Similarly, the value of E is
：
32 . 0 2 80
  
E ....)
7560 1320 42 3
32 . 0
(
) 32 . 0 ( ) 32 . 0 ( ) 32 . 0 (
7 5 3
  