2 Given the following tabulated data for a closed traverse. Determine the length of line AB and EA. Make a sketch of the traverse LINE Bearing Length(m) Latitude Departure AB S 75°48'E ? BC S 15°18'W 1590.51 CD S 68°06'W 1294.74 DE N 28°39'W 2423.62 EA N 84°51'E ?

2 Given the following tabulated data for a closed traverse. Determine the length of line AB and EA. Make a sketch of the traverse LINE Bearing Length(m) Latitude Departure AB S 75°48'E ? BC S 15°18'W 1590.51 CD S 68°06'W 1294.74 DE N 28°39'W 2423.62 EA N 84°51'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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Similar questions

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
Adjust the traverse given the following data below. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. Find the length and bearing of line AC.
Balance by the compass rule the traverse data tabulated below. Also determine the corrected length, corrected bearing of each line and the relative precision of measurement for the traverse. LINE LENGTH BEARING 1-2 1263.45 meters N 32°06' E S 67°34' E S 12°19' E 2-3 843.95 3-4 1028.63 4-5 1126.36 S83°44' W 5-1 661.11 N 55°30' W
Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m 141°18’ DE 274.760 m 225°24’ EA 245.840 m 297°26’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Draw the figure and solve clearly.
Given the following sketch and the tabulated data for a closed traverse, determine the length of the unknown side FA. D. LINE LENGTH (m) BEARING AB 733.75 N 76°18' E BC 598.23 N 23 20' W CD 415.05 S 61°35' W DE 511.38 N 57°00' W EF 395.06 S 32 45' W FA Unknown Unknown
Given the accompanying tabulation for a closed traverse in which the length and bearing of line DA unknown. Determine the values of the unknown quantities. Line AB BC CD DA 1. Length, m 210.50 505.38 412.55 Bearing N 20°30' E N 83°45' E S 18°05' W
Subject :Surveying Please show sketch and give me complete detailed solution.
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 36.21118 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|
a.) Plot the traverse in the figure. Use appropriate scale and label the traverse. b.) Adjust the traverse in the figure using compass rule
below. Find the bearing of line DE and the length of line EA of the closed traverse given the following field notes Line AB BC CD DE EA 4. Length, m 32.20 31.20 17.40 36.30 Bearing S 70°15' E S 36°30′ W N 66°30′W N 60°00'E Latitude Departure
fundamentals of surveying. graphical adjustment