Examples

Ex.38-1 A simple circular curve of radius 150m is to be set out between two straights, say AB and BC, having WCB 110° 20' and 85° 05'. The chainage of the starting point i.e., of A is 1252.00m. The coordinates of the starting and end points i.e., A and C are as follows

Point
Coordinates (m)
North
East
A
201.64
62.20
C
113.26
378.64

Compute the necessary data to set out the curve in field.

Solution :

Refer to Figure Example 38.1

The deflection angle, D at B = Bearing of AB - Bearing of BC

= 110° 20' - 85° 05' = 25° 15' (left)

In D ABE, REAB = 180° - 110° 20' = 69° 40'

REBA = Bearing of BA - Bearing of BE

= 290° 20' - 265° 05' = 25° 15'

RAEB = Bearing of BC = 85° 05'

Now, RECF = 270° - Bearing of CB

= 270° - (180° + 85° 05') = 4° 55'

Thus, EF = FC tan RECF

FC = Departure of C - Departure of A

= 378.64 - 62.20 = 316.44 m

EF = 316.44 tan 4° 55' = 27.22 m

Now, AF = Latitude of A - Latitude of C

= 210.61 - 113.26 = 88.38 m

Therefore, AE = AF + FE

= 88.38 + 27.22 = 115.6 m

Now, from D AEB

Or, AB = 115.6 x

(i) Lengths of tangent and curve

Let T1 and T2 be the first and second tangent point on AB and BC respectively, Then

tangent length BT1 = BT2 = = = 33.60m

Length of the curve, l = =66.10m

(ii) Chainage of salient points

Given, chainage of A = 1252.00 m

Length of AB = 270.00

Therefore Chainage of B (point of intersection) = 1522m

Chainage of T1 = 1522 - BT1 = 1522 - 33.60 = 1488.40m

Chainage of T1 = Chainage of T1 + l

= 1488.40 + 66.10 = 1544.50m

(iii) Tangential Angles

The curve will set out with pegs at 20 m intervals. Thus, the curve is made up of four chords consisting of two normal chords and two sub-chords.

Length of the first sub-chord, C1 = 1500.00 - 1488.40 = 11.60 m

Length of 2nd and 3rd normal chords = 20 m. Then tangential angles, are

Length of last sub-chord, C4 = 1554.50 - 1540.00 = 14.50 m

Points
Chainage (m)
Chord Length (m)
Tangential angle d1
Total deflection angle
Computed theodolite reading
Actual theodolite reading
T1
1488.40
2° 12' 56 "
2° 13' 00"
1
1500.00
11.60
2° 12' 56 "
6° 02' 07 "
6° 02' 10 "
2
1520.00
20.00
3° 49' 11"
9° 51' 18"
9° 51' 20 "
3
1540.00
20.00
3° 49' 11"
12° 37' 28 "
12° 37' 30 "
T4
1554.50
14.50
2° 46' 10"
 
 

The actual theodolite reading are considered assuming least count of theodolite = 10"

Check,

= 12° 37' 30" = deflection angles at point 3 (Verified)

<< Back | Next >>