1) In the closed loop traverse given below find; c) Eastings & Northings Consider that the coordinates of point A is (000, 1000) The Lengths; AB=69 m. BC=81m, CD=60m, DE=50m, EA=63m The inner angles: A=88°23': B=120°22": C= 110* : D=115° : E=105 Note that only appropriately tabulated results will be marked Note that: The figure does not represent the correct angles nor the lengths

1) In the closed loop traverse given below find; c) Eastings & Northings Consider that the coordinates of point A is (000, 1000) The Lengths; AB=69 m. BC=81m, CD=60m, DE=50m, EA=63m The inner angles: A=88°23': B=120°22": C= 110* : D=115° : E=105 Note that only appropriately tabulated results will be marked Note that: The figure does not represent the correct angles nor the lengths

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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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.
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
Adjust the traverse using the TRANSIT RULE, and determine the following:a) azimuth (from north) of the traverse lines; b) interior angles of the polygon; c) latitudes and departures of lines
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
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.
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.
a closed traverse has the following data: line 1-2 2-3 3-4 4-1 Azimuth 16 291 237 80 distances 25 16
Determine the following: 2.1 The azimuth from the north of side BC, in decimal degrees, is °. 2.2 The azimuth from the north of side CD, in decimal degrees, is °. 2.3 The azimuth from the north of side DE, in decimal degrees, is °. 2.4 The azimuth from the north of side EA, in decimal degrees, is °. 2.5 The linear misclosure of the traverse, in three significant figures, is ____ meters.
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying The azimuth from north of traverse line AB is 220° 02'. If the succeeding line BC has a bearing of S35° 05' E, the angle to the right at station B is?
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"
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
Problem #1 For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) BEARING AB 60 S 49⁰16’ E BC 59 S 67⁰48’ E CD 95 N 32⁰28’ W DE 110 ? EF 128 ? FA 71 S 18⁰56’ E