Point | Line | Azimuth | Distance | Latitude | Departure | Coordinates | |
D-M | N | E | |||||
A | 4000 | 3000 | |||||
AB | 318-19 | 501.78 | 374.745 | -333.69 | |||
B | 4374.75 | 2666.31 | |||||
BC | 268-50 | 713.04 | -14.49 | -712.89 | |||
C | 4360.26 | 1953.42 | |||||
CD | 205-6 | 318.9 | -288.78 | -135.24 | |||
D | 4071.48 | 1818.18 | |||||
DE | 209-38 | 426.98 | -371.134 | -211.11 | |||
E | 3700.35 | 1607.07 | |||||
EA | 77-51 | 1424.8 | 299.65 | 1392.93 | |||
A | 4000 | 3000 |
Complete the table. Distances and coordinates to nearest 0.01. Azimuths to nearest t) 01 minute L...
solve #6
1. Balance the following interior angles (angles to the right) of five sided closed polygon traverse. If the azimuth of side AB is fixed at 218 59 30, calculate the azimuths of the remaining sides. A-132°47 06, B-108"46 18, C= 107。19 37, D-81.50 36. E-109.16 18, (Note: Line BC bears SE) Compute departure and latitudes, linear misclosure and relative precision for the traverse of problem above, if the length of the side (in feet) are as follows: AB...