1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 401 ВС N 450 E 797 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 450 E 797 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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· A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562 N12°35'W CD 155.436 N78°51'E DE 141.657 S16°12'E EA 137.544 S24°53'W a.) Adjust the traverse using compass rule and determine the area using DMD, b.) Adjust the traverse using transit rule and determine the area using DPD.
Tranverse Adjustment using Compass rule
atitude and departure of each From the field notes of a closed traverse shown below, adjust the traverse using Transit Rule. Also, compute for the linear error of closure and relative error. Station AB BC CD DE EF FA Station AB 3. (From the field notes of a closed traverse shown below, adjust the traverse using Compass Rule. Also, compute for the linear error of closure and relative error. BC CD DE EA Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Engr. Larriz M. Samudio Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00' Distance 285.10 m 610.45 m 720.48 m 203.00 m 647.02 m Azimuth 26° 10' 104° 35' 195° 30' 358° 18' 306° 54' Using the adjusted latitude and departure in problem 2, compute the area of the closed traverse using DMD. Using the adjusted latitude and departure in problem 3, compute the area of the closed traverse using DPD.
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
C and D
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown. Compute for the error in departure. +0.03870 -0.03780 +0.03780 -0.03870 LINES AB BC CD DA BEARING N 53°27' E S 66°54' E S 29°08' W N 52°00' W DISTANCES 59.82 m 70.38 m 76.62 m 95.75 m
Please provide correct answers, thanks
1. GIVEN THE FOLLOWING DATA, SOLVE FOR THE INTERIOR ANGLES OF A CLOSED TRAVERSE. (NOTE: DRAW THE CLOSE TRAVERSE GIVEN THE ANGLES AND LINES LINE FORE BEARING АВ 40°30' ВС 145°15' CD 52°32' DE 215°65' EF 304°87' 2. GIVEN THE FOLLOWING DATA, SOLVE FOR THE ADJUSTED/ CORRECTED ANGLES, AND EXTERIOR ANGLES (TABULATE YOUR ANSWERS) LINE INTERIOR ANGLE A 135°00' В 67°50' 125°00' D 31°55'
PLEASE ANSWER IT ASAP AND CORRECTLY FOR AN UPVOTE. THANK YOU.
The following are the observed bearings of a close traverse. Compute the error of interior angle, and the CORRECTED bearing of each line. Draw the traverse. LENGTH OBSERVED BEARINGS CORRECTED BEARINGS LINE (m) FORWARD BACKWARD FORWARD BACKWARD N 71° 25' AB 94 S 70° 12' E W ВС 77 S 49° 18' W N 50° 03' E N 65° 51' CD 74 S 65° 51' E W DE 110 S 71° 56' W N 71° 18' E EF 105 N 20° 21' W S 20° 53' E FA = 66 N 44° 23' E S 43° 13' W
Problem 1 For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DPD DOUBLE AREA АВ 70 S 42°12' E ВС ? N 72°26' E CD ? N 65°18' W DE 125 N 65°08' E EF 140 N 88°11' W FA 60 S 12°55' W
answer Adj. departure of DA only