X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A are as follows: STATION FROM TO ADJUSTED CLOCKWISE INTERIOR ANGLES A F B 27° 34' 15" B A C 153° 06' 25" C B D 67° 20' 45" 200° 48' 45" D C E D F 128° 27' 15" E A 142° 42' 35" E F The bearing of AB is S 12° 22' 15"E. Compute the azimuths and bearings of the remaining sides of the traverse.

X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A are as follows: STATION FROM TO ADJUSTED CLOCKWISE INTERIOR ANGLES A F B 27° 34' 15" B A C 153° 06' 25" C B D 67° 20' 45" 200° 48' 45" D C E D F 128° 27' 15" E A 142° 42' 35" E F The bearing of AB is S 12° 22' 15"E. Compute the azimuths and bearings of the remaining sides 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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PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) THE ANSWER HERE IS Azimuth EA=149.300278 NEEDED TO ANSWER it is connected to problem 1: Compute the relative precision for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) Round off the denominator to two decimal places.
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