Given the following tabulated data for a transit-tape close traverse survey Line AB having a bearing of N66°30'E. In your written solution, copy the following table. STATION OCCUPIED OBSERVED E DISTANCE DEFLECTION ANGLE A B 139.84 40°15' (L) A B 63.47 101 20' (R) C D 209.39 90°20' (R) 79.3 89 30' (R) E A 87.69 120°20' (R) Compute the angular error of closure and adjust the angular values by assuming that the error is the same for each angle. Fill up the table below. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. ADJUSTED DEFLECTION CALCULATED STATION DEFLECTION CORRECTION BEARING ANGLE ANGLE 40°15' (L) 101°20' (R) 90°20' (R) 89 30' (R) 120°20' (R) SUMS AB CDE
Given the following tabulated data for a transit-tape close traverse survey Line AB having a bearing of N66°30'E. In your written solution, copy the following table. STATION OCCUPIED OBSERVED E DISTANCE DEFLECTION ANGLE A B 139.84 40°15' (L) A B 63.47 101 20' (R) C D 209.39 90°20' (R) 79.3 89 30' (R) E A 87.69 120°20' (R) Compute the angular error of closure and adjust the angular values by assuming that the error is the same for each angle. Fill up the table below. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. ADJUSTED DEFLECTION CALCULATED STATION DEFLECTION CORRECTION BEARING ANGLE ANGLE 40°15' (L) 101°20' (R) 90°20' (R) 89 30' (R) 120°20' (R) SUMS AB CDE
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the following tabulated data for a transit-tape close traverse
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