A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F. b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) of the traverse.

A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F. b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) 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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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
3. A closed traverse has the following data. Find the bearing of line AB and the length of line BC. Solve for the Area of this traverse using the DPD Method. LINE AB BC CD DE EA DISTANCE 44.47 ? 12.83 64.86 107.72 BEARING ? N57°11'W N1°45'E N72°10'E S 48°13'E
Using the compass rule and transit 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.
(7) Please provide a solution and diagram if possible.
A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse, determine the following: a. The unknown angle at point F. b. Assume line AB has a bearing of "True East". The bearings and azimuths of all other courses (lines) of the traverse. A 127°37'10" B E 70°33'20" 38*16'45" 119°3'25 C 99°36′56*
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse.
5. A closed traverse with 5 corners has field measured interior angles at each corner as follows, adjust the angles at each corner, equally balanced. A= 101° 28' B= 102° 11’30" C= 104° 42' D=113° 05'30" E= 118° 34' A= B= C= D= E=
6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and for 15 distances: B umise los A = 38°30' B = 100°38' C = 149°50 Basigns no 11100D = 85°59' AB= 371.006 m BC = 110.222 m CD = 139.872 m DE 103.119 m E = 165°03' EA = 319.860 m +2- 725121 Moto C D unde Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. 201 Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. A