1.) What is the bearing of a line, if its latitude is +15.67m and its departure is -10.58m TABLE LINE LAT. DEP A-B 255.97 125.71 B-C -153.65 590.73 C-D -693.92 -192.96 D-E 202.98 -6.02 E-A 388.62 -517.46 2.) Based on the table what is the DMD OF LINE A-B 3.)WHAT IS DPD OF LINE B-C

Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD

A:

Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: Bearing or Azimuth of Line AB: Dist (m) Observed Interior Angle 0 Reversed Mean Adjusted Corr…

A: A bearing is a clockwise or counterclockwise angle between north or south and a direction. The…

Q: Find the centroid along x- axis of the shaded area. x - axis mm. O 135.4 y O 183.7 O 169.8 O 164.6…

A:

Q: From the following measured interior angles of a five sided figure: Station Values of Angles ( No.…

A: To find :

Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: 5. ARBA BY DMD. For the and . adjusted departures shown in the accompanying tabula- tions, determine…

A: To find area of both the traverse

Q: From point "O", point "B" bears N12 28'01"E, and point "A" bears S 04°22'00" E. is the angle BOA…

A:

Q: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: 2. Calculate the value of the angles between successive points. Line Distances Azimuth From To (m)…

A:

Q: Find the area of the lot using the given data.

A:

Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

A:

Q: Given: Lines Bearing S 73 21'E S 40°10'E S 26°42'W Distances A-B 247.20 B-C 154.30 C-D 611.90 D-E N…

A: there are 5 lines( AB, BC, CD, DE, EF, FA) and their bearings, lengths are also given

Q: If the coordinates of A are 4205.000N and 2370.000E, calculate the coordinates of 8, Cand D using…

A: To compute the coordinates of the stations and calculate the area of the closed traverse.   Given,…

Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine The coordinates of all the points. Coordinates of Points B,C,D & E.

Q: questions by completing the tabulation below. Determine the DMD of course EA using compass rule.…

A: To Find : 1) DMD of EA using compass rule 2) Adjusted bearing of line DE using transit rule

Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

A:

Q: Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

A: Whole circle bearing: These are measured clockwise direction with respect to the direction of north.…

Q: Line AB BC CD DA A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD…

A:

Q: What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.789 b.…

A: To Determine :- correction for the latitude of BC using the transit method.

Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

A:

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E C For the accompanying figure, what is the bearing of the…

A:

Q: Lat Dep DPD 2A 399.790 0 565.388 565.277 -350.184 605.780 -564.112 -205.360

A: the reference meridian is placed at the starting point of the traverse. for calculation of the area…

Q: 17. Referring to Fig. FOS-SP-008, the observed interior angles are: A = 100°45'37", B = 231°23'43",…

A: To compute Corrected interior Angles of the Traverse.

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

A:

Q: Problem 4 Adjust the angles of triangle ABC for the following angular values and weights; #1. # 2.…

A:

Q: - A 500 mm x 500 mm square tied column shown is reinforced with 10- 26 mm diameter bars with a steel…

A: Given:- The dimension of the column = 500 mm × 500 mm  The steel reinforcement provided = 10-26 mm…

Q: May I ask if the answer for this problem is q =11.44? It think the answer key is wrong of otherwise,…

A: You are correct as per the diagram and calculations shown

Q: Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward…

A:

Q: Find distance x at which head is 33.2 m 1285.24 .A O 1028.19 .B O 0.00 .C O 822.55 .D O

A: At X=0 h1= 45.7 m At X= 1690.9 m h2= 21.6 m Change in elevation = 45.7-21.6 =24.1 m Change in…

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2.  For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD C

A: SUm of departures shoulde be zero∑ D=0137.137+11.027+Lsinθ=0Lsinθ=-148.164SUm of Latitude shoulde be…

Q: ill in the elevation blanks in the chart at the bottom

A: given- a plan table showing storm sewer schedule. required- to Fill in the elevation blanks in the…

Q: A clockwise traverse ABCDEA was survey Find the length and direction of line B A C E D

A:

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B N, m 3.0000…

A: Data given Find the angle at intersection point

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

A:

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

A: Lattitude and departure signs :  N-E = Both positive  S-E = L -ve and D +ve  S-W = Both negative…

Q: In the Sketch below, the following information is available: Co-ordinates of Point A Co-ordinates of…

A: Because numbers are large, it will difficult to locate exact decimal value. Let us consider…

Q: What is the correction for the latitude of BC using the transit method? Line AB BC CA Length (m)…

A:

Q: A distance was measured and was recorded to have a value equivalent to 10 perch, 8 rods and 45 vara…

A:

Q: The distance between two points was measured by a 50m tape that is known to be 0.03m too short and…

A: Wrong length of tape(l') = 50 m True length of tape(l) = 50+0.03= 50.03 m Measured distance (L') =…

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.