A closed five-sided field traverse has the following interior angles: A = 110° 27’ ; B =130° 52’ ; C = 88° 17’ ; D = 97° 33’. Find the interior angle at E and compute the bearings and azimuths of all the sides if the bearing of line AB is N 52° 13’ E

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: 12 kN 2 m [Figure for B1, B2] C -2 m B

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Q: One side of a traverse has a length of 50 metres and a whole circle bearing of 200°. Calculate the…

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Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

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Q: Using Virtual work method on Determinate frames, determine the horizontal deflection and slope at…

A: ###Calculation of horizontal deflection and Slope At C using virtual work method of analysis

Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: The back-bearing of XY is S 25° 25' 36" E. What is the fore-bearing of XY? Provide your answer as a…

A: Objective: To determine the fore-bearing of line XY from the given value of back-bearing.   Given:…

Q: 4. Solve the Open ended Traverse below for the bearing at course EF: 250 A 42° Is' S87° 15'E 65 B F…

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Q: c) 777777 A 10m E = 200 x 10⁹ N/m² I = 2000 x 10-6 m4 B A =0.03m 10m Find the bending moments at B &…

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Q: The center-point loading flexure strength test was performed on a concrete beam having a cross…

A: To determine the flexure strength of concrete from the center-point flexure strength test.   Give,…

Q: (25 pts) Determine the slope at A using the conjugate beam method. El is constant. Indicate the…

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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.