Q2. Adjust the lengths and azimuths of the traverse using the Bowditch method, given the informationbelow.AB=383.808m, az=35°09′32"; BC=360.209m, az=303°34'14"; CD=342.204m,DE=336.210m, az=116°15'24"; and EA=267.527m, az=158°08′56".az 250°11'36";

To adjust:Lengths and azimuth of the traverse using the Bowditch method

Q2. Adjust the lengths and azimuths of the traverse using the Bowditch method, given the information below. az 250°11'36"; AB=383.808m, az=35°09′32"; BC=360.209m, az 303°34'14"; CD=342.204m, DE=336.210m, az=116°15'24"; and EA-267.527m, az=158°08'56".

Q2. Adjust the lengths and azimuths of the traverse using the Bowditch method, given the information below. az 250°11'36"; AB=383.808m, az=35°09′32"; BC=360.209m, az 303°34'14"; CD=342.204m, DE=336.210m, az=116°15'24"; and EA-267.527m, az=158°08'56".

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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Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

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Q2. Adjust the lengths and azimuths of the traverse using the Bowditch method, given the information
below.
AB=383.808m, az=35°09′32"; BC=360.209m, az=303°34'14"; CD=342.204m,
DE=336.210m, az=116°15'24"; and EA=267.527m, az=158°08′56".
az 250°11'36";

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Step 2: Determine latitude and departure of the given traverse

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Step 3: Determine Length of traverse and misclosure

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Step 4: Correction in Latitude and Departure

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Step 5: Determine corrected latitude and departure

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Step 6: Determine corrected length

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Step 7: Determine corrected azimuth

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