1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given 00 Azimuth AB - 97' 15' 23", angles to the right at 8 = 55'07' 42" (1) Azimuth AB = 195'55'12", deflection angle at 8. 44' 20' 27" (L). (b) The sum of six interior angles of a closed-polygon traverse (ABCDEF) each read to the nearest 3" is 720' 01'00". What is the misclosure? What correction would be applied to each angie if the...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with Known coordinates for A and B as given below: A (E=327682.209, N=5813380.144, Z=20.467) and B(E: 327882.209, N:5813116.199, Z=23.779) where Z is the elevation or RL value of the point. Internal angles and horizontal distances are measured using a Total Station as tabulated below: Angle @ Direction Measured (unadjusted) distances (m) A | АВ Measured (unadjusted) Angles 152° 54'30" 111° 11'15" 57° 55'55" 163° 32'...
Q1. Given the points A: (0,0,2), B: (3,0,2), C: (1,2,1), and D: (2, 1,4 a) Find the cross product v - AB x AC. b) Find the equation of the plane P containing the triangle with vertices A, B, and C c) Find u the unit normal vector to P with direction v d) Find the component of AD over u and the angle between AD and u, then calculate the volume of the parallelepiped with edges AB, AC, AD...
Answer all questions (134 Marks) ASSIGNMENT 2 QUESTION 1 Consider the following traverse from A to E. along the horizontal alignment of a rural highway near Fouriesburg in the Free State. The bearings and distances between successive points are shown on the drawing below, where the bearing (e) and distance (d) C to D are missing. Horizontal curves must be introduced at B, C and D 277029'13" C NORTH 1 592.500 m (d 207°09'47 289050'46" 1700.100 m 1141.900 m NOT...
TPE2601/101/0/2019 Answer all questions (134 Marks) ASSIGNMENT 2 QUESTION 1 Consider the following traverse from A to E, along the horizontal alignment of a rural highway near Fouriesburg in the Free State. The bearings and distances between successive points are shown on the drawing below, where the bearing (e) and distance (d) C to D are missing. Horizontal curves must be introduced at B, C and D 277029'13" C. B 1592.500 m NORTH e) (d 207009'47 00.100 m 289050'46" 1141.900...
Problem 5: (5 points) For the parcel shown below, determine the interior angles A, B, C, D and E. S223304" 3929 25 Side + AB BC Bearing N39°29'25"E S72°33'04"E S45°39'43" N30°28'53'W S89°28'47"W CD $892847W E DE S45'39'43"w EA M.S.BZON D
Part c and d Question 5 (30 marks) Let A1, B(3,-5,0) and C(-1,4,1) be three points in R. Use vector method(s) to solve each of the following. R-8 (a) Find the unit vector u in the direction of AB-3AC. (b) Calculate the smaller angle betwen AB and AC. Correct the answer to ONE decimal place. (c) Find the shortest distance between B and the line passing through A and C. Correct the answer to ONE decimal place. (Hint: Consider the...
Four displacement vectors, A, B, C, and D, are shown in the diagram below. Their magnitudes are: A = 14.6 m, B-11.0 m, C-12.0 m, and D-24.5 m, what is the magnitude and direction of the resultant vector sum of A, B, C, and D? Give the direction as an angle measured counterclockwise from the +x direction. How do you add vectors algebraically? Watch signs of components. m direction +y 20.0° +X 35.0 50.0
13. Provide the coordinates (use <xx,yy, zz notation) for points A, B, C, and D in terms of the x, y, andz locations relative to the coordinate system origin. 30 ft 14. What is the distance from A to C in problem 13? 10 ft 15. What is the angle between cable AB and the pole B (AE) in problem 13? 16. What are the distances from B to C in problem 13? 17. What are the distances from C...
The mechanism shown in the figure below has rigid links pivoted at A, B, C and D. The link BCE is a rigid plate. The dimensions of the links are BC = 110 mm BE 70 mm CE 60 mm CD 30 mm AB = 50 mm At the instant when both angles ABC and BCD are 90°, the link AB has a clockwise angular velocity of 40 rad/s. Determine the angular velocity of link BCE A Determine the angular...