Question 3 (6 marks) Determine the missing bearings and distances of the traverse lines joining the Stations A-D from the rectangular coordinates shown in the Schedule of Traverse Lines in Table 1. Table 1: Schedule of Traverse Lines Station | Easting | Northing | Traverse Line | Bearing | Distance (m) Start A | -210.846 | 98.794 | | | | | | A - B | 54 °9'42" | 575.672 B | 161.835 | 355.851 | | | | | | B - C | ? | ? C | 448.338 | 222.485 | | | | | | C - D | ? | 513.326 End D | 451.429 | - 290.832 | | |
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- **Easting difference (ΔE)**: \( \Delta E = 448.338 - 161.835 = 286.503 \) - **Northing difference (ΔN)**: \( \Delta N = 222.485 - 355.851 = -133.366 \) - **Distance (BC)**: \[ \text{Distance} = \sqrt{(\Delta E)^2 + (\Delta N)^2} = \sqrt{(286.503)^2 + Show more…
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