The following are the adjusted bearings and measured distances for a traverse that starts on point A and end on point B. You are required to find the latitude and departures for each leg. Station Bearing Distance (m) Latitude (m) Departure (m) A. N80°45'15"E 978.961 15 571 46'50"E 885.808 16 S89°51'10"E 419.851 24 N20 58'13"E 984.422 25 S84°18'29"E 633.005 B

The following are the adjusted bearings and measured distances for a traverse that starts on point A and end on point B. You are required to find the latitude and departures for each leg. Station Bearing Distance (m) Latitude (m) Departure (m) A. N80°45'15"E 978.961 15 571 46'50"E 885.808 16 S89°51'10"E 419.851 24 N20 58'13"E 984.422 25 S84°18'29"E 633.005 B

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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Closed traverse ABCD has the following bearings: AB = N 45°20′ E; BC = S 47°32′ E; CD = S 14°55′W; DA =N68°00′W Compute the interior angles and provide a geometric check for your work. Find the following interior angles A, B, C, D
A traverse was run with a prismatic compass and the lengths and bearings of the lines observed are given below. Check whether or not the traverse closes. If not, balance it using Bowditch’s rule.
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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
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