FIELDWORK NO. 08: OMITTED MEASUREMENTS1. Determine the missing data of the given traverse and determine the area usinga. Transit Ruleb. Compass Rulec. CoordinatesLINELENGTHBEARINGАВ639.32 mN 09° 30' WВСUNKNOWNN 56° 55' WCDUNKNOWNS 56° 13' WDE570.53S 02° 02' EEA1,082.71S 89° 31'E2. Determine the missing data of the given traverse and determine the area usinga. Transit Ruleb. Compass Rulec. CoordinatesLINEDISTANCE, mBEARINGАВ534.22S 84 38' WBC390.62N 42*30' ECDN 49'49' EDE304.07EA370.29S 39°20' W

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Answered: FIELDWORK NO. 08: OMITTED MEASUREMENTS…

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 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
Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
FUNDAMENTALS OF SURVEYING Triangulation stations A,B, C and D has the following observation angles. Angle Values ACB 50 deg BAD 20 deg BCD 30 deg ABC 50 deg CAD 60 deg a. Find the angle CDB b. Find the angle BDA c. Find the angle BDC
S LINEAR ERROR OF CLOSURE N Problem 2: W E U For the given data of a transit-tape survey. S 1. Determine the latitudes and departures of the lines. 2. Determine the linear error of closure. 3. Determine the bearing of the line of the side error. V 4. Determine the relative precision. LINE LENGTH (m) BEARING LATITUDE DEPARTURE +N -S +E -W Y AB 495.85 N 05°30'E BC 850.62 N 46°02'E CD 855.45 S 67°38'E DE 1020.87 S 12°25'E EF 1117.26 S 83°44'W FA 660.08 N 55°09'W Total ΣNL ΣSL ΣED EWD 3 RVE
Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show complete solution. PS. Answer to this problem requires a file upload, be sure to upload it here together with your solutions. TY. 58°34 364.55 1. Length () 347.00 364.55 472.74 292.94 Line Azimuth 509 05 38 258 34 22 128 04 44 60 21 26 ST TU •00 UV SHOT ON MI 10T I BY: ALEXIS VS
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
V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A
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
A traverse has the following data: Upload LINE Choose a File AB BC CD DE EA LENGTH 33.48 Use compass rule in adjusting the closed traverse and compute for the Linear Error of Closure and Relative Error of Closure. 8.11 39.42 7.08 22.02 BEARING N 73°23' E $ 39°30' E S43°40' W N 39°50' W N 17°33' W
FOR A GIVEN TRAVERSE. SUPPLY THE TABLE WITH THE MISSING DATA AND ANSWER THE QUESTION BELOW: LINES ADJ. LATITUDE ADJ. DEPARTURE DMD АВ +16.37 +5.96 BC +6.92 +17.12 CD -20.77 +8.39 DE -9.65 -8.10 EF -4.79 -9.01 FA +11.92 -14.36 A. SUMMATION OF POSITIVE DOUBLE AREAS(round to 2 decimal places) B. SUMMATION OF NEGATIVE DOUBLE AREAS (round to 2 decimal places) C. SUMMATION OF DOUBLE AREAS round to 2 decimal places) D. AREA OF THE TRAVERSE: round to 2 decimal places)
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
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500

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