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2. From the information shown on the diagram below, determine: (a) the bearings of the traverse...
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in...
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) of the traverse 127 3710" 그 B 70°33'20" 119 325" C 38°16'45" 99°36'56"
An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths...
An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths and bearings of sides AB, BC, CD. Line Azimuth Bearing AB BC 106°27'09" 110°16'54"R 35°03' 25" L
Q.2 i) Briefly explain the difference between Closed-loop traverse and Closed-line traverse. (4 marks) ii) Perform...
Q.2 i) Briefly explain the difference between Closed-loop traverse and Closed-line traverse. (4 marks) ii) Perform Traverse (closed-loop) computation of the provided observations as shown in the following diagram. Calculate a) The Angular Misclosure & adjustment; (6 marks) b) Linear Misclosure & Accuracy; (6 marks) c) Adjustment by "Bowditch method"; (5 marks) d) Adjusted coordinates for stations B&C. (4 marks) Given Data: Bearing of AB: 60°25'45 Coordinates of Station A: (100.000m E and 100.000m N) Station Station Observed Horizontal Distance...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with...
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'...
An open traverse was run as shown below from A to D via B and C,...
An open traverse was run as shown below from A to D via B and C, because points A and D are not inter visible. The results of the traverse are as follows: POINT DISTANCE INTERIOR ANGLE A A B 478.20 1190 40' ig40 692.15 860 15' C 781.40 D C. D Calculate a) the angle, to the nearest 01', at A needed to define the direction of AD with respect to AB, and b) the length of AD to...
Answer all questions (134 Marks) ASSIGNMENT 2 QUESTION 1 Consider the following traverse from A to...
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...
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...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU! Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU!
Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data is provided in the sketch below for Questions 7-12. thru 7-16. Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the bearing of Course K-L as a reference bearing; it can be adjusted after initial computations as required. Given angles must be checked for angular closure...
roblem #3 ( In the Diagram below, a rigid pipe is loaded and supported as shown. Supports at A, B, & C are Spherical Ball Bearings (don't resist moments). Pipe is considered weightless. S...
roblem #3 ( In the Diagram below, a rigid pipe is loaded and supported as shown. Supports at A, B, & C are Spherical Ball Bearings (don't resist moments). Pipe is considered weightless. Solve for the Reacations at A, B and C 450 N 0.4 m 0.4 m Problem #4 Draw the Free Body Diagram with all forces and reactions shown. Point A is supported by a Spherical Ball Bearing. Point c is a Cable. Point D is a ball...
9, Assume that the adjusted loop traverse shown in Figure 7-11 represents the property lines of...
9, Assume that the adjusted loop traverse shown in Figure 7-11 represents the property lines of a land parcel. It is desired to partition that parcel into two smaller lots by establishing another boundary from corner B to a new point Fon line DE, exactly 400.00 ft toward the east along DE. Determine the length and direction of the new boundary FB and the area of lot BCDF.
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) of the traverse 127 3710" 그 B 70°33'20" 119 325" C 38°16'45" 99°36'56"
An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths and bearings of sides AB, BC, CD. Line Azimuth Bearing AB BC 106°27'09" 110°16'54"R 35°03' 25" L
Q.2 i) Briefly explain the difference between Closed-loop traverse and Closed-line traverse. (4 marks) ii) Perform Traverse (closed-loop) computation of the provided observations as shown in the following diagram. Calculate a) The Angular Misclosure & adjustment; (6 marks) b) Linear Misclosure & Accuracy; (6 marks) c) Adjustment by "Bowditch method"; (5 marks) d) Adjusted coordinates for stations B&C. (4 marks) Given Data: Bearing of AB: 60°25'45 Coordinates of Station A: (100.000m E and 100.000m N) Station Station Observed Horizontal Distance...
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'...
An open traverse was run as shown below from A to D via B and C, because points A and D are not inter visible. The results of the traverse are as follows: POINT DISTANCE INTERIOR ANGLE A A B 478.20 1190 40' ig40 692.15 860 15' C 781.40 D C. D Calculate a) the angle, to the nearest 01', at A needed to define the direction of AD with respect to AB, and b) the length of AD to...
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...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU!
Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data is provided in the sketch below for Questions 7-12. thru 7-16. Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the bearing of Course K-L as a reference bearing; it can be adjusted after initial computations as required. Given angles must be checked for angular closure...
roblem #3 ( In the Diagram below, a rigid pipe is loaded and supported as shown. Supports at A, B, & C are Spherical Ball Bearings (don't resist moments). Pipe is considered weightless. Solve for the Reacations at A, B and C 450 N 0.4 m 0.4 m Problem #4 Draw the Free Body Diagram with all forces and reactions shown. Point A is supported by a Spherical Ball Bearing. Point c is a Cable. Point D is a ball...
9, Assume that the adjusted loop traverse shown in Figure 7-11 represents the property lines of a land parcel. It is desired to partition that parcel into two smaller lots by establishing another boundary from corner B to a new point Fon line DE, exactly 400.00 ft toward the east along DE. Determine the length and direction of the new boundary FB and the area of lot BCDF.
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