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About Tutorial 2 Ans
1. The mean horizontal and vertical circle readings are provided for stations A, B, C, and D. The horizontal and vertical angles between stations are calculated. The true bearings of lines AC and AD are 119°39'54" and 268°28'52", respectively. 2. A standard base was established by accurately measuring the distance between fixed marks. The mean recorded distance was 24.984 m at 18°C and 155 N tension. Calculations are shown to determine the sag, tension, temperature, and total corrections to obtain the true length of 24.995 m between the fixed marks. 3. Engineering surveying involves establishing positions and elevations by precise angular and distance measurements in the field
Detailed Information
| Author: | ['Ho James'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 2 |
| Language: | English |
| Format: | |
| Price: | FREE |
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