1) Compute and Tabulate for the following closed-Polygon traversea) preliminary azimuths (b) unadjusted departures and Latitudes, (c) Linear misclosure and (d) relative precision (Note: Line BC bears NE)CourseABBCCDDEEAAzimuth1790 50 39"Length (m)2862.3924189.0333815.3533645.4503490.014Interior Angle (Right)A= 120° 05 50B-910 57 50C=121° 44' 06"D-820 02 08E=124° 10' 11"

Answered: Image /qna-images/answer/56c0a338-8917-4b49-8bb5-b957948f1300.jpg

Answered: 1) Compute and Tabulate for 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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EX :- the following are the interior angles of closed traverse A BCD < A= 102 55 37"
Fill up the missing data Draw the traverse.
if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they are in a table and the coordinates of a point A are (1000,1000), calculate the coordinates of all the points. Latitude (m) Departure (m) Line N S E W AB 325.16 +620.24 BC 449.35 4 946.24 CD +980.25 742.60 DE - 536.89 797.80 EA - 567.55 26.08 1 - -
AREA MEASUREMENTS W- E U AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are given the adjusted latitudes and adjusted departures of a closed traverse. V Determine the area using DMD method. LINE ADJUSTED LATITUDE ADJUSTED DEPARTURE (+)N (-)S (+)E (-)W Y AB 113.92 388.84 ВС 178.86 285.13 CD 295.88 134.96 DE 164.35 135.39 EF 13.53 251.86 FA 182.95 151.76 SUM +474.74 -474.74 +673.97 -673.97
Glven the following notes for a closed traverse. Determine the following a) Coordinates of station E (xy). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED LINE DEPARTURE LATITUDE АВ 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer
please plot this for surveying!
The following are the incorrected consecutive coordinated of a traverse. Adjust the traverse by Third Rule elaboratively for each line and in the form of table as well? Length (ft) Line Consecutive Coordinates Latitude Departure АВ 70 +21.500 -65.450 BC 80 -80.755 -5.250 CD 43 -41.000 +13.550 DE 38 -14.250 +35.150 EA 115 +114.150 +22.315
30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
Compute the angle (0) from the below figure: A(11150.509, 11825.802) B(11807.821, 11582.456) 402 F(10844.768, 11314.065- 43 E(11573.364, 10708.791) D 0 C 41= 144°47' 29" 2=116° 47' 52" 43=126° 04′ 33"
Find the azimuth and distance given below. Show solutions
The accompanying tabulation are given the adjusted latitude and departures of a closed traverse. LINE | LATITUDE (m) DEPARTURE (m) АВ 490.71 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 Calculate the area by the DPD Method in square meter. (Just input the magnitude only in two decimal places.
AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show computation. include also the plot.

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