1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 401 ВС N 45° E 800 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)

1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 401 ВС N 45° E 800 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE 2888 AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B с D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
3. Compute for corrected distances and bearings using transit rule and compute the Area of closed traverse using triangle method. BEARING/AZIMUTHN N 48° 20' E LINES DISTANCES АВ 529.60 m ВС 87° 00' 592.00 m CD 172° 1' 563.60 m S 80° 00' W N 48° 12' W DE 753.40 m EA 428.20 m
Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B C D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
Q3/ A survey line AB crosses a river. Line DF and CG are run perpendicular to the survey line having lengths of 100m and 200 m respectively. Another line FH is set at the right angle to DF such that point G lies on the survey line at the extension of EF and at a distance of 175m from F. Compute the distance AB. If the distances AC = 25m and EB= 75m. .B 75m LE D 100m 175m C 25m A F H 200m Tra G
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Hi, can you please solve this again? The one I saw have some errors. Thank you so much!
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
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Close traverse 3 R3 N S 31 W 3 Find the total area of rectangle above W N S z 294⁰° S Find: interior angles and corrected angles at: Ө А OB ӨС OD را 12) 3 N S 217
answer Adj. departure of DA only