Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30' E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09′ W

Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30' E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09′ W

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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Determine the following: 2.1 The azimuth from the north of side BC, in decimal degrees, is °. 2.2 The azimuth from the north of side CD, in decimal degrees, is °. 2.3 The azimuth from the north of side DE, in decimal degrees, is °. 2.4 The azimuth from the north of side EA, in decimal degrees, is °. 2.5 The linear misclosure of the traverse, in three significant figures, is ____ meters.
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A closed field traverse has the following lengthsAB = 636.45; BC = 654.49; CD = 382.85; and DA = 512.77.The interior angles are as follows (measured as angles to the right):A = 81º 23'; B = 72º 33'; C = 89º 40'; and D =116º 24'.The bearing of AB is S 33º 19' W and the side BC is in theSE quadrant.a) Which is the bearing of line CD? b) Which is the bearing of line BC?c) Which nearly gives the value of LEC?
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