- 2076 Bhadra · 6 marks
Subtense bar, RL difference, gradient, bearing AB
Short answer
Subtense bar gives CB=42.875m, stadia gives CA=37.692m. RL difference B-A=19.103m (B higher), AB=52.16m, gradient 1 in 2.73 rising, bearing of AB=125°51' (assuming CA bearing 0°).
A 2 m long subtense bar was placed above station B and the angle subtended at station C was 2°40'20". Intermediate level information was later recorded using a theodolite having constant 100 and 0 at station C and staff held vertical to the line of sight. The following data was recorded on two stations A and B. What is the difference in RL between A and B, gradient between A and B and bearing of AB.
| Sighting | Horizontal angle | Vertical Reading | Staff Reading (m) |
|---|---|---|---|
| C-A | 0°0'0" | 95°10' | 1.459, 1.649, 1.839 |
| C-B | 80°24'20" | 70°23' | ......, 1.235, ...... |
Assumptions: the "vertical reading" is the zenith angle; the horizontal circle reading is on CA, which is taken as the reference direction (bearing of CA = 0°, since no bearing is given). The height of instrument at C is not given, but it cancels in the RL difference.
Distance CB by the subtense bar (b = 2 m, θ = 2°40'20")
Distance CA by stadia (, )
- m, , (depression)
- m
- m
RL of A and B relative to the axis of C
For B, so and m:
Difference in RL
B is higher than A by 19.103 m.
Length and gradient of AB
Angle ACB = .
Bearing of AB
Taking C as origin, CA along north: A = (0, 37.692), B = (42.275 E, 7.146 N).
Answer: RL of B − RL of A = 19.103 m; gradient = 1 in 2.73; AB = 52.16 m; bearing of AB = 125°51'00" (if CA is taken as 0°; add the actual bearing of CA otherwise).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Subtense bar and tacheometer, A-B distance and level · Surveying II, chapter 2
- Subtense bar, level difference and gradient A-B · Surveying II, chapter 2
- Subtense bar, elevation difference and gradient P-Q · Surveying II, chapter 2
- Subtense bar and tacheometer gradient A-B · Surveying II, chapter 2
- Anallatic tacheometer AB gradient from P · Surveying II, chapter 2 · asked 3×
- Gradient P to Q, constants 100 and 0 · Surveying II, chapter 2 · asked 2×
- Rigid bar AB hinged at C: 40 kN · Strength of Materials, chapter 3
- Rigid bar AB hinged at A: 100 kN · Strength of Materials, chapter 3
- Level book, 20 m interval, RL 1280 to 1279.924 · Surveying I, chapter 5