A closed traverse has the following information:Summation of Latitudes:1.32mSummation of Departures: - 1.85m1856.32mTotal Latitude:Total Departure:Perimeter of the Traverse: 6235.24m1532.67mLine BC of this Traverse has the following data:Length:Latitude:Departure:652.32m523.65m N388.99m E1. Compute the correct bearing of Line BC using Transit Rule.2. Compute the correct bearing of Line BC using Compass Rule.3. Compute the absolute discrepancy (difference) of Length between Transit and Compass Rule.

Summation of attitude Submission of departure Total latitude Total departure Perimeter of the…

A closed traverse has the following information: Summation of Latitudes: + 1.32m Summation of Departures: - 1.85m 1856.32m 1532.67m Perimeter of the Traverse: 6235.24m Total Latitude: Total Departure: Line BC of this Traverse has the following data: Length: Latitude: 652.32m 523.65m N 388.99m E Departure: 1. Compute the correct bearing of Line BC using Transit Rule. 2. Compute the correct bearing of Line BC using Compass Rule. 3. Compute the absolute discrepancy (difference) of Length between Transit and Compass Rule.

A closed traverse has the following information: Summation of Latitudes: + 1.32m Summation of Departures: - 1.85m 1856.32m 1532.67m Perimeter of the Traverse: 6235.24m Total Latitude: Total Departure: Line BC of this Traverse has the following data: Length: Latitude: 652.32m 523.65m N 388.99m E Departure: 1. Compute the correct bearing of Line BC using Transit Rule. 2. Compute the correct bearing of Line BC using Compass Rule. 3. Compute the absolute discrepancy (difference) of Length between Transit and Compass Rule.

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

A closed traverse has the following information:
Summation of Latitudes:
1.32m
Summation of Departures: - 1.85m
1856.32m
Total Latitude:
Total Departure:
Perimeter of the Traverse: 6235.24m
1532.67m
Line BC of this Traverse has the following data:
Length:
Latitude:
Departure:
652.32m
523.65m N
388.99m E
1. Compute the correct bearing of Line BC using Transit Rule.
2. Compute the correct bearing of Line BC using Compass Rule.
3. Compute the absolute discrepancy (difference) of Length between Transit and Compass Rule.

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Given the following tabulated data for a closed traverse, determine the bearings of CD and EA. COURSE AB BC CD DE EA LENGTH (m) 668.15 670.32 610.68 515.26 448.50 BEARING N58°32'W 348.78 S35°10'W Unknown N13°30'E +N Unknown -S 501.02 547.97 (Unknown) (Unknown) +E -W 120.29 569.89 386.08 (Unknown) (Unknown)
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Problem 3 For the given data of a close traverse, determine the missing bearing of courses BC and EF. Solve the AREA using DPD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DPD DOUBLE AREA (m) AB 76 N 10°21' E BC 65 CD 120 N 72°16' E DE 60 5 18°07' w EF 5 50°25' w FA 105 N 74°28' w
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Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Problem 6 For the given data of a close traverse, determine the missing distance of course CD and the bearing of course EF. Solve the AREA using DMD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DMD DOUBLE AREA (m) AB 78 5 78°11' E BC 49 5 45°26' E CD 5 34°05' w DE 115 N 32°18' W EF 65 FA 62 N 29°20' w Area
FROM THE GIVEN DATA OF A CLOSED TRAVERSE, FIND THE ADJUSTED BEARING OF BC AND DA USING COMPASS RULE.