Q1/ The angle shown in figure down are measured with a total station. Theobserved values, with weights, are listed as follows:AngleObserved valueWeight44° 50' 44"11246° 10' 25"31345° 55' 12"31443° 04' 03"31548° 32' 45"31642° 27' 42"115Use the method of least square (condition method) to determine adjusted valuefor these angles.

The method "least squares" is a kind of mathematical analysis of regression which determine the best…

Q1/ The angle shown in figure down are measured with a total station. The observed values, with weights, are listed as follows: Angle Observed value Weight 44° 50' 44" 1 13 12 46° 10' 25" 3 13 45° 55' 12" 3 14 43° 04' 03" 15 48° 32' 45" 14 l6 42° 27' 42" 1 15 Use the method of least square (condition method) to determine adjusted value for these angles.

Q1/ The angle shown in figure down are measured with a total station. The observed values, with weights, are listed as follows: Angle Observed value Weight 44° 50' 44" 1 13 12 46° 10' 25" 3 13 45° 55' 12" 3 14 43° 04' 03" 15 48° 32' 45" 14 l6 42° 27' 42" 1 15 Use the method of least square (condition method) to determine adjusted value for these angles.

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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Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. LIN BEARIN E DISTAN AZIMUT COMPUTED COMPUTED ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUST ADJUST ED DOUBLE ADJUST ED DPD G СЕ H LATITUDE DEPARTURE ED AREA (M) (from DISTAN BEARIN AZIMUT S) СЕ H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ N 10-00 650.00 BC S 70-29 895.00 1/2 CD S 26-28 315.00 E DE S 65-33 875.00 EA N 45-31 410.00 ТОTAL LEC : RP (nearest hundred) AREA ...
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