HI! HELP ME PLEASE. TYSM A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule.LINEBEARINGDISTANCELATITUDEDEPARTUREA-BN 77° 38' E907.00+ 194.25+ 885.95В-СS 46° 20' W249.00- 171.92- 180.12S 10° 43' E- 341.93+ 64.71C-D348.00D-ES 84° 43' W523.00- 48.16- 520.78E-AN 37° 01' W444.80+ 355.16- 267.79

From the given traverse table, we have Total error in…

Answered: A closed traverse was surveyed and the…

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 was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE А-В N 77 38' E 907.00 + 194.25 885.95 В-С S 46 20' W 249.00 - 171.92 180.12 C-D S 10 43' E 348.00 - 341.93 + 64.71 D-E S 84 43' W 523.00 - 48.16 520.78 E-A N 37 01' W 444.80 + 355.16 267.79
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)WHAT IS THE LENGTH OF THE LINE CD?
Given the closed traverse data. Lines Bearing Distance AB N20o E 20.35 BC N68oE 18.75 CD S22oE 21.30 DE S40oW 13.35 EF S62oW 9.23 FA Compute the following. Compute the bearing and distance of line FA Compute the area of the given traverse
· 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.
A closed traverse has the following data: Line Distance (m) Bearing AB 44.47 BC 137.84 CD 12.83 N 1deg 45min E DE 64.86 N 72deg 10min E EA 107.72 S 48deg 13min E Find the bearing of line AB. O S 37deg 18min W O S35deg 30min W O S 38deg 34min W O S 36deg 26min W
3. Determine elevations (3 decimals) on the tangents at: a) sta. 136+ 111 b) sta. 136+321 c) sta. 135+929.234 136+221 119m -3.70% +0.90% elev.= 152.727
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.
Magnetic Declination: 1. In a compass survey made twenty years ago the observed magnetic bearing of a reference line XY was N 42'21' E when the magnetic declination was 6*25' East. Lately in 2018, a new survey was made and the declination in the same survey site changed to 10'35' West. Determine the following descriptions of line XY: a.) Its true bearing twenty years ago; b.) The true azimuth from North and South; c.) Its new magnetic bearing; and d.) The magnetic azimuth from North and South in 2018.
Given the following traverse: Line Distance Bearing 1-2 38.00 N40-00W 2-3 40.00 S50-00W 3-4 40.00 S30-00E 4-1 47.06 N48-44E Do the following: a. Sketch the traverse b. Adjust the traverse using Compass Rule C. Using the adjusted traverse, determine the coordinates of Stations 2, 3, and 4, given the coordinates of Pt. 1 (100.00, 0.00) d. Area using Coordinate Method
From the given data of a closed traverse. LINES DISTANCE BEARING N 15°18' E S 85°46' E S 18°30' W АВ 368.76 645.38 467.86 ВС CD DA 593.00 N 77°35' W Using compass rule. a. Compute the correct bearing of the lines. b. Compute the area using DMD Method.
b)Table 3 shows the data of closed traverse. Table 3 Station Bearing Distance (m)1-2 103o 31' 30” 71.7002-3 196o 26' 50” 73.3003-4 273o 57' 10” 75.2004-5 340o 13' 50” 54.3505-1 55o 18' 40” 54.030 Illustrate a diagram and find; i)The latitude and departure of each line.ii)The adjusted value of latitude and departure for each line. iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)

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