A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR CLOSURE, BEARING OF THE SIDE OF ERROR, RELATIVE PRECISION, AREA OF THE TRAVERSE. PageA. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OFCLOSURE, BEARING OF THE SIDE OF ERROR, RELATIVE PRECISION, AREA OFTHE TRAVERSE.LINLENGTHADJUSTEDLATITUDEDEPARTUREDMD/DPDDABEARINGSN 30° 40' ES 83° 45' EAB46.50-mBC75.15-mCD 117.35-mN 01° 10' WDE74.92-mN 89° 20' WEA 60.25-mS 28° 05' ESUM of DA =AREA =0.

As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Answered: A. DETERMINE THE LATITUDE-DEPARTURE OF…

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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8. Compute for the following and show the tabulated solutions: Azimuth LINES Length (S) АВ 1020.87 168d35m ВС 1117.26 263d30m CD 660.08 304d25m DE 495.85 5d30m EF 850.62 46d15m FA 855.45 112d30m (lengths in 3 dec. places; bearings in deg-mm-ss) a. Using Transit Rule, solve for adjusted latitudes, departures, distances, and bearings for all the traverse lines Lines Adj. Latitude Adj. Departure Adj. Length Adj. Bearing AB BC CD DE EF FA
ANSWER KEY=D 108.1502m∆h 22.4596m
The included measure in a closed traverse angle in Table 1. if the bearing of the line Find the bearing of are gulen AB is 10° 4d 30" lines. Table 1: traverse the yomaining Results of included angla of a clesed E Station A Angle 780423o" 1041s'20" 9244'40"|1120 31d" L s1° 41'20"
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of line GA (b) Determine the bearing of line CD TRAVERSE DATA W/ OHITTED MEASUREMENTS UNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N 40.00° W CD 610.00 DE 885.00 S 72.00° E EF 455.00 S 18.00° E FG 500.00 S 80.00° W GA N 30.00 W
Situation 4] From the given data ofa dosed traverse, The adjusted bearing of BC using compassrule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. i. iv. Distance, m 368.76 Bearing N15°18'E S85046'E S18°30W N77035W Line АВ ВС 645.38 CD 467.86 DA 593.00
A closed traverse has the following data: Line Distance (m) Bearing AB 44.47 BC 137.84 CD 12.83 N 1deg 45min E DE 64.86 N 72deg 10min E EA 107.72 S 48deg 13min E Find the bearing of line AB. O S 37deg 18min W O S35deg 30min W O S 38deg 34min W O S 36deg 26min W
Magnetic Declination: 1. In a compass survey made twenty years ago the observed magnetic bearing of a reference line XY was N 42'21' E when the magnetic declination was 6*25' East. Lately in 2018, a new survey was made and the declination in the same survey site changed to 10'35' West. Determine the following descriptions of line XY: a.) Its true bearing twenty years ago; b.) The true azimuth from North and South; c.) Its new magnetic bearing; and d.) The magnetic azimuth from North and South in 2018.
A closed traverse has the following data: Distance Line Вearing Latitude Departure (m) 1081 S 73°47'E S 15°14'W S 67°07'W АВ ВС 1589 CD 1294 DE 2507 EA 1738 7. Determine the length of the closing line (AD) 8. Determine the bearing of line DE 9. Determine the bearing of line EA 10. Determine the area using DMD or DPD
The calcula te Based and lengths shown, On The bearing and lantude departure, linear micclosure Of the traverre, If all station s have 0,953 angle and Pre cicion correction NCY? 104 35' G10, 45 10. o00 NCY) 10,000 ES 30¢'54' 6 47,02 sian'on Bea ing lLength 26°10' 04° 35' l ar 30' 358°18' 306°4! A 285.10 G10.45 720,48 203.00 E 69 7.02 195 30 358 18 203 .00
Using the previous example, balance the departures and latitudes using the transit rule. CD ΙΣ DEPI CL (LAT of course) ΙΣLAT Corrpep (DEP of course) CorrLAT

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