Part FDetermine the azimuth of DA.▶ View Available Hint(s)○ 56°53'00"56° 52'57"○ 57°00'52"57° 57'55"SubmitPart GDetermine the bearing of DA.▸ View Available Hint(s)O N57°06' 10" WO S122°59'08" WON57°00'52" EOS14°37'10" ESubmitC Compute and tabulate the azimuths and bearingsof all lines for a closed traverse ABCDA that hasthe following balanced angles to the right, if bearingAB = N14° 37' 10" W. DAB = 108°21'58",ABC = 78° 20' 28", BCD = 92° 10' 32", andCDA 81° 07' 02".

Answered: Image /qna-images/answer/0c9938ac-6c30-4627-a225-7d4dcbab3658.jpg

Answered: Part F Determine the azimuth of DA. ▶…

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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2. From the closed compass traverse shown, if the forward bearing of line AB is N 78°9' E, compute the: LEC, the bearing of the LEC and the RP. DIST. BEARING LATTUDE DEPARTURE COURSE A-B B-C CD D-E E-A 11520 m 111.30m, 125°40 94 10 E 31 40 117.50 m. 98°20- 119.20 m.
Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV Station Angle RR VD IS Angle RR VD BM1 1.742 11° 13' 2.2 2 2.072 24° 25' 0.7 2.42 5° 7' |1.23 3 |1.22 -10° 20' 1.74 0.94 |-14° 15' 1 4 1.051 18° 55' |1.699 100
Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side AB BC CD DE EA F.B 107° 15' 22° 15' 281° 30' 181° 15' 124° 45' B.B 287° 15' 202° 00' 101° 30' 01° 15' 304° 45' Find accurately the interior angles of the traverse.
6. A loop traverse originated and ended at point A. The bearing of line AB is S 42°30' W. Points C, D and E lies westward from line AB. The following interior angles were measured with a 30" engineers transit. Distribute the angular error of closure and compute the bearings. STATION INTERIOR ANGLES 89°15'00" 111°42'30" 97°36'00" 102°14'00" 139°15'00" (BCDE
2. Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles to the right, using the directions listed:| FAB = 118°26'59" ABC = 123°20'28" BCD 104°10'32" CDE 133°52'50" DEF 108°21'58" EFA 131°47'13" Веaring AB - S28°18'42"W
A. Compute the azimuths (from the north) given the bearing of course AB and the angles to the right (interior angles) of the closed traverse. D -0.75X 128°2 1.25X 129 31 A 80 45 1.586X- 120 55 112 44 0.25X 148*3 N30 16E
Q5) If |BC| = 166.176 m, determine Azimuth (AB), JAB| and coordinates of point C x=906.54m B x=879.94m A y388.09m 115.91g y=253.95m
Given the following data of a closed traverse. Compute the bearing of line DE a. N 56°55’ W b. N 56°55’ E c. N 46°55’ W d. N 52°55’ E
i need the answer quickly
Given the following tabulated data for a closed traverse, determine the bearings of CD and EA. COURSE AB BC CD DE EA LENGTH (m) 668.15 670.32 610.68 515.26 448.50 BEARING N58°32'W 348.78 S35°10'W Unknown N13°30'E +N Unknown -S 501.02 547.97 (Unknown) (Unknown) +E -W 120.29 569.89 386.08 (Unknown) (Unknown)
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

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