---
title: "Simple curve data, roads intersecting at 150°"
subject: "Surveying II"
chapter: 6
key: "semester_4/surveying_ii:simple-curve-two-roads-150-4deg"
source: https://www.bctengineer.com/q/semester_4/surveying_ii/simple-curve-two-roads-150-4deg
site: BCT Engineering
---

# Simple curve data, roads intersecting at 150°

Surveying II · Chapter 6: Curves

- Asked in: 2074 Bhadra, 6 marks
- Video: [Solved Example on Setting out of Simple Circular Curve by Deflection Angle Method/Setting out Table](https://www.youtube.com/watch?v=huQeH2ynAQo) — CIVIL Solved
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_4/surveying_ii/simple-curve-two-roads-150-4deg
- Whole chapter: https://www.bctengineer.com/md/semester_4/surveying_ii/chapter-6

## Question

Two roads BA and AC intersect at an angle of 150°. They are to be connected by a 4° circular curve. The chainage of point of intersection A is (138+20.3) chains. Compute all data necessary (i.e. deflection angle, tangent length, apex distance, mid ordinate, length of curve, long chord) for laying out the curve if only 30 m chain is used.

## Short answer

With a deflection angle Δ = 30° and a 4° curve (30 m chord), radius R = 1718.87/4 = 429.72 m. Tangent length T = 115.14 m, curve length L = 225.00 m, long chord = 222.44 m, apex distance = 15.16 m, and mid-ordinate = 14.64 m.

## Answer

Interior angle at A = 150°, so the roads deflect by $\Delta = 180^\circ - 150^\circ = 30^\circ$. A 4° curve with a 30 m chain means the degree of curve is defined by a 30 m arc/chord.

#### Radius
$$
R = \frac{1718.87}{D} = \frac{1718.87}{4} = 429.72\ \text{m}
$$

#### Curve elements
$$
\begin{aligned}
T &= R\tan\frac{\Delta}{2} = 429.72\tan 15^\circ = 115.14\ \text{m}\\
L &= \frac{\pi R\Delta}{180} = \frac{\pi\times 429.72\times 30}{180} = 225.00\ \text{m}\\
\text{Long chord} &= 2R\sin\frac{\Delta}{2} = 2\times 429.72\sin 15^\circ = 222.44\ \text{m}\\
\text{Apex distance} &= R\left(\sec\frac{\Delta}{2} - 1\right) = 15.16\ \text{m}\\
\text{Mid-ordinate} &= R\left(1-\cos\frac{\Delta}{2}\right) = 14.64\ \text{m}
\end{aligned}
$$

#### Chainages
Chainage of A $= 138\times 30 + 20.3 = 4160.30$ m.

- Chainage of T₁ (start) $= 4160.30 - 115.14 = 4045.16$ m
- Chainage of T₂ (end) $= 4045.16 + 225.00 = 4270.16$ m

#### Deflection angles (30 m chain, Rankine)
The first sub-chord is the distance from T₁ to the next whole 30 m station, then full chords, and a last sub-chord to T₂.

| Point (chainage, m) | Chord c (m) | δ = 1718.87c/R | Cumulative deflection |
|---|---|---|---|
| 4045.16 | - | - | 0°00′00″ |
| 4050.00 | 4.84 | 0°19′22″ | 0°19′22″ |
| 4080.00 | 30.00 | 2°00′00″ | 2°19′22″ |
| 4110.00 | 30.00 | 2°00′00″ | 4°19′22″ |
| 4140.00 | 30.00 | 2°00′00″ | 6°19′22″ |
| 4170.00 | 30.00 | 2°00′00″ | 8°19′22″ |
| 4200.00 | 30.00 | 2°00′00″ | 10°19′22″ |
| 4230.00 | 30.00 | 2°00′00″ | 12°19′22″ |
| 4260.00 | 30.00 | 2°00′00″ | 14°19′22″ |
| 4270.16 | 10.16 | 0°40′38″ | 15°00′00″ |

The last cumulative deflection equals $\Delta/2 = 15^\circ$ (check).

**Answer:** $\Delta = 30^\circ$, $R = 429.72$ m, $T = 115.14$ m, apex distance $= 15.16$ m, mid-ordinate $= 14.64$ m, $L = 225.00$ m, long chord $= 222.44$ m.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. Roads intersect at 150 deg. The deflection angle is
   A. 30 deg (180 - 150)
   B. 150 deg
   C. 75 deg
   D. 15 deg
   Answer: A. Deflection angle = 180 deg minus interior angle. (Key point: Deflection angle)

2. With a 4 deg curve on a 30 m chain, the radius is
   A. R = 1718.87 x 4 = 6875 m
   B. R = 1718.87/D = 429.72 m
   C. R = 4/1718.87
   D. R = 30/4 = 7.5 m
   Answer: B. The degree of curve gives R = 1718.87/D for 30 m (chord/arc approximated). (Key point: Radius)

3. Which pair of formulas is correct?
   A. Mid-ordinate = R(sec(D/2) - 1); apex distance = R(1 - cos(D/2))
   B. Both equal R tan(D/2)
   C. Mid-ordinate = R(1 - cos(D/2)); apex distance = R(sec(D/2) - 1)
   D. Both equal 2R sin(D/2)
   Answer: C. Apex distance is larger (15.16 m) than the mid-ordinate (14.64 m). (Key point: Mid-ordinate vs apex distance)

4. How is chainage of A (138+20.3 chains) converted?
   A. 138 x 20 + 20.3
   B. 138 + 20.3 = 158.3 m
   C. 138 x 100 + 20.3
   D. 138 x 30 + 20.3 = 4160.30 m
   Answer: D. One chain here is 30 m. (Key point: Chainage of A)

## Related in Surveying II

- [Transition curve 6°, Ls=90 m, chainage (13+7) chains](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-t1v-t2v-chainage-13-7) — Surveying II, chapter 6
- [Simple circular curve by deflection angle method](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Asimple-curve-deflection-angle-method-sketch) — Surveying II, chapter 6
- [Rankine's deflection angle data, 145°, 5°](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Arankine-deflection-145-5deg-lc10) — Surveying II, chapter 6
- [Rankine's method table, 150° intersection, 3°](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Arankine-simple-curve-150-3deg) — Surveying II, chapter 6
- [Curve by tangential angle, deflection 48°30'](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atangential-angle-curve-radius-r-48) — Surveying II, chapter 6
- [Transition curve R=2000 m, chainages, deflection table](https://www.bctengineer.com/question.md?key=semester_4%2Fsurveying_ii%3Atransition-curve-2000m-160kmh-chainage-table) — Surveying II, chapter 6

## Related in other subjects

- [Simple circular curve elements and chainages](https://www.bctengineer.com/question.md?key=semester_6%2Ftransportation_engineering_i%3An-64s-simple-curve) — Transportation Engineering I, chapter 3
- [Lines intersect: point and plane through them](https://www.bctengineer.com/question.md?key=semester_2%2Fmathematics%3Alines-intersect-point-plane-through) — Mathematics, chapter 3
- [Circular arch: two rolling loads 20 kN and 30 kN](https://www.bctengineer.com/question.md?key=semester_4%2Ftheory_of_structures_i%3Aarch-circular-100m-20kn-30kn-25m) — Theory of Structures I, chapter 6, asked 2×
- [Vertical curve, -3% and 1.5% at chainage 2000](https://www.bctengineer.com/question.md?key=semester_6%2Ftransportation_engineering_i%3An-79a-vc-2000) — Transportation Engineering I, chapter 3
