A Bearing of line AB is S 20° W. B is 85° C is 40° D is 91° E is 260° What is the bearing of line EF? B.

Q: Resolve each force acting on the gusset plate into its and y components, and .express each force as…

A: F1→=900 N(i)The components F2 force along horizontal and vertical is given by:(F2)x=750 Cos 45=530…

Q: The difference between bearing and azimuth is that .... Select one: O a. Azimuth is measured counter…

A: Approach to solving the question:The correct answer was identified and explained. Detailed…

Q: Using moment area method, determine the slope at the free end (point C) of the beam shown below.…

A:

Q: Determine the force-couple system at O which is equivalent to the two forces applied to the shaft…

A:

Q: The magnetic bearing of a line AB was N 59° 30' W in the year 1967, when the declination was 4° 10'…

A: Magnetic bearing  = N 59030' W Declination = 4010' E Present declination = 30 W   What is the whole…

Q: +y B A 20.0° 60.0° +x C The three displacement vectors in the drawing have magnitudes of A-4.75 m. B…

A: Step 1: Step 2: Step 3: Step 4:Step 5:Step 6:Step 7:

Q: Write the 17 system of forces as an equivalent force Couple System at A. B 50° 130⁰ F₂ TA t ) 2m: 2m…

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Q: The magnetic bearing of a line AB is S 45° E and the declination is 5° West. The true bearing of the…

A: Magnetic bearing of line AB- MB = S 45o E, Declination d = 5o W, To Find- The value of the true…

Q: Determine the angle θ between pipe segments BA and BC.

A:

Q: . The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm in…

A: Given:- VP=66mm HP=54mm End A=12mm mid point of line=36mm in front of VP and 28mm above HP   To…

Q: SIT: A highway curve has the ff. technical description: Radius of central curve = 300m Length…

A:

Q: The bearing of a line AB in a closed traverse ABCA is 137°30' and its length is 125.8 m. The…

A: Bearing of line AB: 137°30′Length of line AB: 125.8 mX-coordinate of point A: -5 mY-coordinate of…

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.