A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S 73°47'E S 15°14'W S 67°07'W АВ ВС 1589 CD 1294 DE 2507 ? EA 1738 7. Determine the length of the closing line (AD) 8. Determine the bearing of line DE 9. Determine the bearing of line EA 10. Determine the area using DMD or DPD

A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S 73°47'E S 15°14'W S 67°07'W АВ ВС 1589 CD 1294 DE 2507 ? EA 1738 7. Determine the length of the closing line (AD) 8. Determine the bearing of line DE 9. Determine the bearing of line EA 10. Determine the area using DMD or DPD

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Given the following data for a closed traverse in which the length of sides BC and CD are unknown. For Length and Bearing of AB (795.62 m, S 03 deg 05’ W), BC (Unknown, S 52 deg 50’ W), CD (Unknown, N 12 deg 42’ W), DE (650.25 m, N 40 deg 15’ E), EA (541.55 m, S 85 deg 58’ E). If BD is chosen as the closing line, its length is • 977.23 m • 902.13 m • 853.71 m • 24.11 m • 903.48 m
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 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 traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
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?
Compute and tabulate for the following closed-polygon traverse: (a) preliminarybearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. Please include the calculation of the azimuths and the bearings
Give atleast 6 advantages and 6 disadvantages of using an interior angle traverse in adjusting a given traverse.
A closed traverse has the following data: Course Length Bearing Interior Angle to the Right AB 125.98 N42°15′E A = 112°07′ BC 75.25 N35°20′W B = 102°25′ CD 80.34 S74°44′W C = 110°04′ DE 112.68 S19°56′W D = 125°12′ EA 78.35 S69°52′E E = 90°12′ a.) Adjust the traverse using transit rule. b.) Compute the area (m2) of the traverse using DPD method.
Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m)1-2 45o 55' 20” 27.4682-3 125o 01' 00” 38.2253-4 248o 05' 30” 47.2724-1 340o 13' 45” 21.612
ABCDA is a clockwise closed traverse. ͦ̂ͦGiven: XA=YA=200.00 m, Azimuth ??? = 290, the angle ??? = 270 (angles in degrees) The data is as followsa. Draw the figure.b. Adjust the angles.c. Compute azimuths of all sides.d. Adjust the traverse and compute coordinates of the traverse station.
ABCDA is a clockwise closed traverse.Given: XA=YA=200.00 m, Azimuth ??? = 290, the angle ??? = 270 (angles in degrees) The data is as followsa. Draw the figure.b. Adjust the angles.c. Compute azimuths of all sides.d. Adjust the traverse and compute coordinates of the traverse station.