pls sketch/draw b. Draw/Sketch the traverse based on the givencoordinatesc. Calculate the Double Aread. Tabulate all the datae. Calculate the area of the traverse Given the following adjusted latitudes andadjusted departures of a closed traverse,determine the area of the traverse by thecoordinate method.Assume that the origin of the coordinate systempasses thru station 1.ADJUSTED LATITUDE(+)NADJUSTED DEPARTURE(+ )ELINE(-)S(-)WI-2490.7147.272-3587.12608.893-44 -5327.41786.781002.76218.325-6122.67II16.626-1376.01544.64SUMS +1452.84- 1452.84+ 1661.26-1 661.26

Draw/Sketch the traverse based on the given coordinates Calculate the Double Area Calculate the area…

Answered: b. Draw/Sketch the traverse based on…

b. Draw/Sketch the traverse based on the given coordinates c. Calculate the Double Area d. Tabulate all the data e. Calculate the area of the traverse

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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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?
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 in the accompanying data are the adjusted latitudes for AB (305.70), BC (-101.44), CD (-97.65), DA (-106.61) and adjusted departures for AB (125.50), BC (189.39), CD (-43.08), DA (-271.81) of a closed traverse. If the X and Y coordinates of corner A are 250.50 and 725.35 meters, respectively, the X and Y coordinates of corner D are, respectively, • 357.11 m and 997.16 m • 831.96 m and 522.31 m • 522.31 m and 831.96 m • 464.76 m and 1040.24 m • 106.61 and 271.81 m
Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unadjusted departures and latitudes, (c) linear misclosure, (d) relative precision. (Note: Line BC bears NE.) (e) if one side and/or angle is responsible for most of the error of closure, which is it likely to be? (f) Adjust the traverse using the compass rule. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. (g) Find the length and bearing of line AE.
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.
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) ANSWER HERE IS: Azimuth EA=149.300278 PROBLEM 2 Compute the linear misclosure for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.)Round off your answer to three decimal places. No need to include the unit. ANSWER HERE IS: 0.065 NEEDED TO ANSWER im confuse Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse in Problem 1 considering the length of Problem 2. If the coordinates of station A are X = 20,000 ft and Y = 15,000 ft, calculate x coordinates of course DE.
Course AB of a five-sided traverse runs due north. From the given balanced interior angles to the right, compute and tabulate the bearings and azimuths from the north for each side of the traverses. a) A = 77˚23’26’ b) B = 125 ˚58’59” c) C = 105 ˚28’32” d) D = 116 ˚27’02” e) E = 114 ˚42’01”
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.
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
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
Four interior angles of a five-sided polygon traverse were observed as A=106∘4759", B=115∘06′12", C=122∘33′32", and D=116∘02′25". The angle at E was not observed.