The following data has been obtained for the sides of a traverse:Table 3: Traverse raw dataSideBearingLength (m)ABS 44°36' W112.700BCS 11°05' E149.062CDN 82°22' E145.085DEN 34°55' E149.415EFN 22°24' W121.592FAS 80°16' W134.4515. Draw a rose diagram and calculate the internal angle for each corner of the traverse. Each rosediagram should include labels for the four cardinal points, the traverse sides, the bearing angles andthe internal angle. Make sure to show your calculations. Diagrams can be drawn on AutoCAD or byhand.

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Answered: The following data has been obtained…

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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Geometric space, i need solutions in 15 minutes please. MCQ/ To establish a new benchmark on point B using a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the surveys were recorded as in the tables below. Calculate the best. Value of elevation for point B. A-39.97m B-40.95m C-45.98m D-44.37m E-46.97m F-41.97m G-43.67m
Determine the total area using the DMD method. Use bearing in determining latitude and departure.
A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m / N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W 1. || Find the departure disclosure of the traverse. A. 1.201 m B. 2.423 m C. 1.006 m D. 2.321 m 2. Find the latitude disclosure. A. 1.267 m B. 1.889 m C. 2.054 m D. 1.560 m
Using the compass rule and trnsilt rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
INSTRUCTIONS: Provide your COMPLETE solution, including illustrations and sketches, legibly. From the OBSERVED set of data of a closed compass traverse shown, determine the: a. Bearing of each line b. Linear error of closure, the direction of the side of error, and the precision of the survey made Adjusted distance and bearing C. d. Area of the traverse using DPD method COURSE DISTANCE (m) AZIMUTH FROM SOUTH 1-2 475.48 180° 50' 2-3 649.13 116° 06' 3-4 867.34 25° 54' 4-5 522.48 315° 20' 5-6 504.90 213° 27' 6-1 311.25 275° 39'
Following are the notes for a line of stadia levels. The elevation of BM-A is 184.29m. The stadia interval factor is 100.00 and C = 0.381m. Rod readings are taken at height of instrument. Determine the elevations of remaining points and tabulate values accordingly. STA BACKSIGHT a S (m) BM-A 1.40+y -3°30' TP-1 0.97+y -2°33' TP-2 1.11+y 0°45' TP-3 0.79+y 2⁰00' B-M₁-B VD S (m) (m) FORESIGHT a 1.07 0.93 1.46 1.04 2⁰18' -3°56' -0°26' 8015' VD (m) DE (m) ELEV (m)
Calculate the interior angles from the following observations: Line PQ QR RS ST TP Bearing S 37° 30′ E S 43° 15' W N 73° 00′ W N 12° 45' E N 60° 00' E
Compute the area of the given transverse using DPD and DMD method
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DeP BC, DepCD, DEPDA = Submit Part B Request Answer Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, Lat BC, LatCD, LatDA = E| ΑΣΦΑΛΙ vec Submit Request Answer —| ΑΣΦ.Η. vec ? ? ft ft Review
given in the accompanying tabulations, the length of one side and the bearing (or azimuth) of an adjoining side are unknown. Determine this unknown quantity
In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4 N18°58'40"W 35.43 31.79 49.40 4-5 N02°30'00"E 5-1 S80°27'40"E 1. Plot the traverse 2. Compute for the latitude and departure 3. Obtain the correction using transit rule 4. Apply the correction for the latitude and departure 5. Compute for the corrected length and bearing 6. Compute for the Area using DMD method

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