Traverse Surveying Given the survey data below with the northing and easting of A being 15000.00 and 20000.00 respectively, solve the following problems: COURSE DIST, L (m) BEARING AZIMS AB 475.48 N 00°50'E 180°50' BC 649.13 N 63°54' W 116°06' CD 867.34 S 25°54' W 25°54' DE 522.48 S 44°40'E 315°20' EF 504.90 N 33°27' E 213°27' FA 311.25 S 84°21' E 275°39' SUMS 3330.58 1. Balance the traverse using Compass rule, determine the corresponding REC and the coordinate of points. 2. Balance the traverse using Transit rule, determine the corresponding REC and the coordinate of points. 3. Compute the area by coordinates using the results of the compass rule adjustment. 4. Compute the area by DMD and DPD using the results of the compass rule adjustment. 5. Divide the adjusted traverse into two equal tracts by a dividing line passing thru A using the results of the compass rule adjustment.
Traverse Surveying Given the survey data below with the northing and easting of A being 15000.00 and 20000.00 respectively, solve the following problems: COURSE DIST, L (m) BEARING AZIMS AB 475.48 N 00°50'E 180°50' BC 649.13 N 63°54' W 116°06' CD 867.34 S 25°54' W 25°54' DE 522.48 S 44°40'E 315°20' EF 504.90 N 33°27' E 213°27' FA 311.25 S 84°21' E 275°39' SUMS 3330.58 1. Balance the traverse using Compass rule, determine the corresponding REC and the coordinate of points. 2. Balance the traverse using Transit rule, determine the corresponding REC and the coordinate of points. 3. Compute the area by coordinates using the results of the compass rule adjustment. 4. Compute the area by DMD and DPD using the results of the compass rule adjustment. 5. Divide the adjusted traverse into two equal tracts by a dividing line passing thru A using the results of the compass rule adjustment.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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