Q2: The following data were collected while running a closed traverse ABCDA starting from A toward B. Use the given information in the table to calculate: 1- Coordinates of B, C, and D (Easting and Northing) 2- Linear misclosure 3 3- Traverse precision Line AB BC CD DA Length(m) 187.4 382.7 106.1 364.83 Azimuth 140° 11' 40" Point A (fixed) B C D A (calculated) Easting (m) 500 Northing B 500 = O Interior Angles LA = 86° 29' 57" LB = 80° 59' 29" LC=91° 31' 24" LD = 100° 59' 10"

Q2: The following data were collected while running a closed traverse ABCDA starting from A toward B. Use the given information in the table to calculate: 1- Coordinates of B, C, and D (Easting and Northing) 2- Linear misclosure 3 3- Traverse precision Line AB BC CD DA Length(m) 187.4 382.7 106.1 364.83 Azimuth 140° 11' 40" Point A (fixed) B C D A (calculated) Easting (m) 500 Northing B 500 = O Interior Angles LA = 86° 29' 57" LB = 80° 59' 29" LC=91° 31' 24" LD = 100° 59' 10"

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

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
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
A closed traverse has the following data: Lat=-0.65, Dep=+0.34 Σ[LAT]=1726.8, Σ[DEP]= 1876.3, PERIMETER=2628.5 FOR A LINE DE: DISTANCE= 518.40 m., Lat= 259.20 N, Dep Determine the corrected latitude of DE by transit rulea. 259.310 b. 259.116 c. 259.286 d. 259.090
Surveying Question: A three sided closed traverse returns to the same point. The details of the traverse are given in the attached image. The azimuth of AB is 118.34o. Find the corrected angles to the right, and the order and class of the survey. The given K values are: First order: 1.7" Second Order Class 1: 3" Second Order Class 2: 4.5" Third Order Class 1: 10" Third Order Class 2: 20"
SURVEYING From the following traverse: (Use 3 decimal point) LINE DISTANCE BEARING AB 370m N 15° E BC 648 S 86° E CD 470 S 19° W DA 585 N 78° W Calculate the area of the traverse by DPD method.
Given the following traverse notes taken by a survey party, 1. Find the adjusted latitude for side DA using Transit rule a. - 184.08 m b. - 164.08 m c. - 144.08 m d. - 154.08 m 2. Find the adjustment for departure of side DA using Transit rule * a. -1.765 m b. -3.156 m c. -2.112 m d. -2.576 m 3. Find the adjusted distance for side DA using Transit rule * a. 271.84 m b. 278.84 m c. 279.6 m d. 288.84 m
Please use the following information(when needed): XP101 (m)=1415 YP101 (m) =1415 HP101 (m) =115 Azimuth P101-P102 =115 in order to prepare map with contour lines, required field measurements have been carried out and all measurements have been recorded on the related tables. 1) A Closed Loop Traverse, which consists of four station points, has been established. ,
Given the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule and transit rule. Also determine the linear error of closure, bearing of the side of error and the relative error of closure. tabulates values accordingly. COURSE | DISTANCE | BEARING AB | 368.76 | N 15°18' E BC | 645.38 | S 85°46' E CD | 467.86 | S 18°30' W DA | 593 | N 77°35' W
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.
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.
Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W