28 Assignment (2) Given the following traverse data Jr Compute for: 1.Latitude and Departure of each line Line 2.Bearing of the closure error BC 3.Adjust the traverse and compute for AB the adjusted coordinates of traverse stations using Compass Rule 4.Adjust the traverse and compute for the adjusted coordinates of traverse stations using Transit Rule 5.Provide a sketch of the traverse Note: Coordinates of A are NA-20,000.000, E₁=20,000.000 ENGIN CD DE EF FA Distance (m) 495.85 850.62 855.45 1020.87 1117.26 660.08 Bearing N 05°30' E N 46°02' E S 67°38' E S 12°25' E S 83°44' W N 55°09' W

28 Assignment (2) Given the following traverse data Jr Compute for: 1.Latitude and Departure of each line Line 2.Bearing of the closure error BC 3.Adjust the traverse and compute for AB the adjusted coordinates of traverse stations using Compass Rule 4.Adjust the traverse and compute for the adjusted coordinates of traverse stations using Transit Rule 5.Provide a sketch of the traverse Note: Coordinates of A are NA-20,000.000, E₁=20,000.000 ENGIN CD DE EF FA Distance (m) 495.85 850.62 855.45 1020.87 1117.26 660.08 Bearing N 05°30' E N 46°02' E S 67°38' E S 12°25' E S 83°44' W N 55°09' W

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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Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
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1. Given the following tabulations are observed and calculated data for a traverse. Balance the latitudes and departures by the COMPASS RULE and compute for the area of the closed traverse by DOUBLE PARALLEL METHOD (DPD). Tip: Before you compute for the area of the closed traverse, you must first adjust the latitudes and departures. LINE DISTANCE AZIMUTH LATITUDES LATITUDES DEPARTURES DEPARTURES (-S) FROM SOUTH 99°45' 154°00' 242°30' 353°15' (+N) (+E) (-W) 357.20 m 183.18 430.05 AB 60.49 164.64 198.54 352.04 80.30 BC CD DA SUMS 381.46 49.97 425.18 422.23 423.70 422.23 431.43 432.34
Surveying
A and B are two points located on each bank of a river and near abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at stations C and D and the azimuth were taken as follows: Line Azimuth C-D 210°00'; C-A 260°00'; C-B 290°00'; D-A 301 °00'; D-B 315°00' a. Find the distance AD. b. Find the distance BD. c. Find the distance AB.
Problem 6 For the given data of a close traverse, determine the missing distance of course CD and the bearing of course EF. Solve the AREA using DMD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DMD DOUBLE AREA (m) AB 78 5 78°11' E BC 49 5 45°26' E CD 5 34°05' w DE 115 N 32°18' W EF 65 FA 62 N 29°20' w Area
Given the following data from a balanced traverse, find the area of the traverse by DPD method.
Latitude & Departure Problem B For the traverse sketch shown below, complete the latitude and departure calculations, determine the error of closure and relative accuracy. Start at Point A and work counter – clockwise around the loop Course Bearing Distance Cos Sin Latitude Departure Then adjust the traverse using compass rule
Given in the accompanying tabulation are the observed data for an open traverse which was made between stations A and E. Determine the shortest distance between the two stations and the direction of line AE or EA. Assume that the observed data are correct and without error. a) The computed length of course EA. b) The identified bearing and azimuth of course EA.
find the correction on latitude, correction on departure, adjusted latitude, adjusted departure, DMD and the double area
Please I need to solve all the points in the question