The bearing of a line from A to B was measured as S 16°45' W. It was found out that there was a local attraction at both A and B, and therefore a forward and backward bearing were taken between A and a point C at which there was no local attraction. If the bearing of AC was S 30'10' E and that of CA was N 28 15' W, determine the correct bearing of line AB.

Q: 30 kN 26 kN 30 1213 0.3 m 45 kN m 0.3 m B -2 m -2 m- 1 m | 1 m

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Q: 8:45 PM +51 969 383 276 Hoy, 7:38 p. m. 9-15. Determine the vertical displacement of joint C of the…

A: Note : provided data is used to find displacement at C. Virtual forces must not have any unit and…

Q: A B h C

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Q: 75° 80° W=15 kN

A:

Q: B 6 kN/m 3 m C

A:

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Q: 06. At what angle 6 must the 800 N force be applied in order that the resultant R of the two forces…

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A: Determine the magnitude of the reaction force.

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.