1. The following is the bearing and length measurements of an open traverse. A) Determine the latitude and departure of the lines B) What is the distance from the starting point of A to the last point of F line Line length BEARING N 30deg30'E N45 degE АВ 100m ВС 200m S 60 deg E S 85 deg W N 40 degE CD 250m DE 75m EF 140m

1. The following is the bearing and length measurements of an open traverse. A) Determine the latitude and departure of the lines B) What is the distance from the starting point of A to the last point of F line Line length BEARING N 30deg30'E N45 degE АВ 100m ВС 200m S 60 deg E S 85 deg W N 40 degE CD 250m DE 75m EF 140m

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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Determine the angles and direction from line AB to EA. Show the sketches and the step-by-step solution. Summarize the answers using the table below.
Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E 125.0 PQ 200.0 N 30° 30' E QB 150.5 N 50° 15' W BA L a Calculate the length and bearing of AB.
26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E S 85° 29' E S 32° 15' E 2-3 36.2118 3-4 4-5 42.8223 5-1 35.2624 N 65° 25' W a. Determine the Distance of line 3-4. b. Determine the Bearing of line 4-5
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Get the distance and bearing of line EA
From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH DISTANCES A-B 225°00' 1200 m В-с 346°00 1400 m С -А Compute the azimuthof the missing side. (Format: 000dego0min) 00- numerical values * LINES AZIMUTH DISTANCES А-В 225°00' 1200 m В-с 346°00 1400 m С -А -- -..
Compute the azimuthof the missing side. (Format: 000deg00min) 00- numerical values LINES AZIMUTH DISTANCES A-B 225°00' 1200 m В -с 346°00 1400 m C-A ----
In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12 min E. What is the magnetic bearing of this line today if the magnetic declination is now 7 deg 36 min E? O a. N 71 deg 51 min W O b. S 71 deg 51 min E O c. N 17 deg 51 min W O d. S 17 deg 51 min E
The following bearing were observed in running a traverse with the help of Prismatic compass where the local attraction was suspected. Draw the traverse and Calculate the corrected bearing of lines and then calculate the corrected included angles
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FUNDAMENTALS OF SURVEYING SHOW YOUR SOLUTIONS AND WRITE IT PROPERLY SO THAT I CAN EASILY UNDERSTAND.
In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12 min E. What is the magnetic bearing of this line today if the magnetic declination is now 7 deg 36 min E? O a. S 71 deg 51 min E b. S 17 deg 51 min E c. N 71 deg 51 min W O d. N 17 deg 51 min W