Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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) D 209.39 90°20' (R) D E 79.3 89 30' (R) D 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 CALCULATED STATION DEFLECTION DEFLECTION CORRECTION BEARING ANGLE ANGLE A 40°15' (L) B 101°20' (R) 90°20' (R) 89 30' (R) 120°20' (R) D E SUMS Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of error, and the relative precision. Balance the traverse survey by employing the compass rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. CORRECTION ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED LENGTH DEFLECTION OBSERVED COURSE DISTANCE LAT DEP +N -S +E -W AB АВ BC CD DE EA SUMS Finally, balance the traverse survey by employing the transit rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED LENGTH DEFLECTION CORRECTION COURSE OBSERVED DISTANCE LAT DEP +N +E -W АВ BC CD DE EA SUMS Answer the questions before submitting. What is the observed length of course AB?
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Transcribed Image Text: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) D 209.39 90°20' (R) D E 79.3 89 30' (R) D 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 CALCULATED STATION DEFLECTION DEFLECTION CORRECTION BEARING ANGLE ANGLE A 40°15' (L) B 101°20' (R) 90°20' (R) 89 30' (R) 120°20' (R) D E SUMS Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of error, and the relative precision. Balance the traverse survey by employing the compass rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. CORRECTION ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED LENGTH DEFLECTION OBSERVED COURSE DISTANCE LAT DEP +N -S +E -W AB АВ BC CD DE EA SUMS Finally, balance the traverse survey by employing the transit rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED LENGTH DEFLECTION CORRECTION COURSE OBSERVED DISTANCE LAT DEP +N +E -W АВ BC CD DE EA SUMS Answer the questions before submitting. What is the observed length of course AB?
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