- 2070 Magh · 10 marks
Subtense bar and tacheometer, A-B distance and level
Short answer
Subtense bar gives AB = 42.875 m. Stadia gives CA = 37.692 m, V_A = -3.408 m. Cosine rule with angle 60° gives CB = 46.644 m, V_B = 8.554 m. ΔH = +12.376 m, B higher.
A 2 m long subtense bar was placed above station B and the angle subtended at station A was read as 02°40'20". Intermediate level information was later recorded using a theodolite with tachemetric constants 100 and 0 at station C and the staff was held vertical. The following data were recorded on to stations A and B.
| Inst st'n | Sighted to | Horizontal circle | Vertical angle | Staff readings (m) |
|---|---|---|---|---|
| C (hi = 1.55 m) | A | 00°00'00" | -05°10'00" | 1.459, 1.649, 1.839 |
| B | 80°24'20" | +10°23'30" | -, 1.235, - |
Find the difference in elevation and distance between A and B, the horizontal angle ACB was 60°00'00".
Reading of the data: the distance AB comes from the subtense bar (angle measured at A, bar at B); the levels come from the theodolite at C (, , staff vertical). The distance CB is not read directly (only the middle hair is read on B), so it is found from triangle CAB with the stated angle . (The circle reading for B in the table does not agree with this; the stated angle is used.) The height of instrument (1.55 m) is the same for both sights and cancels in the difference of level.
Step 1: Distance AB from the subtense bar
Bar length m, angle :
Step 2: Distance CA and vertical component from the stadia readings
Vertical angle (depression):
Point A (angle of depression ):
Step 3: Distance CB from triangle ACB
(the other root is negative).
Step 4: Vertical component for B and difference in level
Vertical angle and the middle hair reading 1.235 m:
Answer: horizontal distance AB = 42.875 m (from the bar); B is 12.376 m higher than A.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Subtense bar and tacheometer gradient A-B · Surveying II, chapter 2
- Subtense bar, RL difference, gradient, bearing AB · 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
- Anallatic tacheometer distance XY, gradient · Surveying II, chapter 2 · asked 3×
- Tacheometer depression angles, distance A to B and RL · Surveying II, chapter 2
- Settling tank 20 m long, 3.5 m deep; 0.02 and 0.01 mm · Water Supply Engineering, chapter 6 · asked 3×
- Mean angles and VCR, station O (reading 179°59′40″) · Surveying I, chapter 7 · asked 3×
- Level book, 5 m staff, B at 1200.800 · Surveying I, chapter 5 · asked 2×
- Level book, staff readings at B and C (1251.250) · Surveying I, chapter 5 · asked 3×