Compute for the given closed traverse the following: a. Bearing of each line b. Latitude and Departure of each line, c. Linear error of closure d. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
Compute for the given closed traverse the following: a. Bearing of each line b. Latitude and Departure of each line, c. Linear error of closure d. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter7: Length And Length-related Variables In Engineering
Section: Chapter Questions
Problem 42P
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Compute for the given closed traverse the following:
a. Bearing of each line
b. Latitude and Departure of each line,
c. Linear error of closure
d. Precision
e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points.
| LINE | INTERIOR ANGLE | LENGTH (m.) | BEARING |
| A-B | A = 125 deg 54 min | 162.60 | N 28o 17’ E |
| B-C | B = 135 deg 00 min | 253.98 | |
| C-D | C = 114 deg 27 min | 256.32 | |
| D-E | D = 121 deg 52 min | 305.94 | |
| E-F | E = 88 deg 59 min | 335.40 | |
| F-A | F =133 deg 48 min | 182.04 |
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