A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W By adjusting the traverse using Compass Rule, 3. Find the corrected length of line CA. A. 169.021 m B. 170.112 m C. 169.757 m D. 170.229 m 4. Find the corrected bearing of line AB. A. N 35° 1' 16" E B. N 32° 9' 23" E C.N 33° 42' 6" E D. N 34° 0' 4" E

A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W By adjusting the traverse using Compass Rule, 3. Find the corrected length of line CA. A. 169.021 m B. 170.112 m C. 169.757 m D. 170.229 m 4. Find the corrected bearing of line AB. A. N 35° 1' 16" E B. N 32° 9' 23" E C.N 33° 42' 6" E D. N 34° 0' 4" E

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 4 For the given data of a close traverse, determine the missing bearing of courses BC and DE. Solve the AREA using DPD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DPD DOUBLE AREA (m) АВ 60 S 76°11' E BC 52 S 63°25' E CD DE 85 EF 80 N 31°33' W FA 95 N 18°33' W 65
A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W By adjusting the traverse using Compass Rule, 1. Find the latitude correction for line AB. A. 0.489 m B. 0.905 m C. 0.550 m D. 0.109 m 2. Find the corrected departure of line BC. A. 40.114 m B. 39.118 m C. 40.512 m D. 39.931 m
#2 only - please answer correctly
provide answers and solutions to letters G and H
Can all he work be done in detail please
SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S 12°00'00" E Distance (m) 1400.00 1800.00
With the same problem, what would be the sketch of this data?
Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ??, with a bearing of ?82°44’?(as shown in the figure below).
Q. Compass. Survey.
For a traverse containing 10 sides, what would be the correction applied for the first side, if it consists of a closing error of +1.92? O a. 1.902 O b. 0.192 O c. 19.2 O d. 19.0
Surveying
this is not a graded question and please base your answer on the given choices thank you