Q1.Calculate departures and latitudes of the following ABCDE traverse.3NA285.40'•N26°10'EE5 75 25 E640.45'647.02'5306 WN 0°42' W720.8203.005 15 30¹ W

Answered: Image /qna-images/answer/958ab96d-62eb-40ee-a84a-35bd2667301d.jpg

Answered: Q1. Calculate departures and latitudes…

Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E 5 75 25 E 640.45' 647.02' 5306 W N 0°42' W 720.8 203.00 5 15 30¹ W

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

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: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

Q: Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC…

A: 2) Sum of all latitude L= 330×cos181°25' +866.8846×cos89°50' +411.0045×cos355° + 827×cos264°18'20"…

Q: Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed…

Q: Compute the missing data in the table shown if the Pace factor of a surveyor is 0.796. Determine…

Q: Determine the area of the closed-polygon traverse ABCDEFA given its coordinates on the table shown…

A: Area by DMD Method DMD of first course = DEPARTURE of the course DMD of Remaining course =…

Q: SITUATION A closed traverse has the following data: LINE АВ DISTANCE BEARING 179.00 258.20 ? N 47° E…

Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

Q: Calculate area using co-ordinate method

A: Given: Station X Y A 3618.368 1428.32 B…

Q: For the given sets of adjusted latitude and adjusted departure shown in the accompanying tabulation.…

A: For the latitude in the north as positive and south as negative. For the departure in the east as…

Q: 2. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the…

Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 ) By Compass Rule-…

Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to 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: Problem 1 Compute the area within the following traverse using the coordinate method and CHECK by…

Q: Using the double longitude method calculate the area contained within the traverse lines.…

A: Solution: Calculated Area by double Longitude Method:

Q: Q11: The four comers A, B, C, and D of a portal frame factory having the coordinates given in Table…

A: Given: The coordinates of P are E 110.383 m, N 81.334 m. The coordinates of the four corners A, B,…

Q: closed traverse is as follows:

A: Given: Station X (Easting) Y (Northing) 1 0 0 2 53 56 3 108 115 4 165 177 5 224 242 6…

Q: AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the…

Q: Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388565.277…

Q: 2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract…

A: Given Bearings to all edges of tract from common point P. Length from common point P to All the…

Q: Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220°…

Q: Homework: Compute the missing lengths & Coords. of traverse points B S 63 24 E 50 m Due (W) S 51 30…

A: line length bearing whole circle bearing AB 90 0 0 BC L1 S63°24'E 116°36' CD 50 270°…

Q: S AREA MEASUREMENTS N W E AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are…

Q: stations have been measured and adjusted as shown in the figure. Distance Measurement S R River…

A: Given; Two angles of a triangle are given as: angle R=33°49'38'' angle S=67°11'39'' Length of base…

Q: AND DEPARTURES. Given in the accompanying 6. LATITUDES tabulations are the observed data pertaining…

A: The latitude of any line AB is the projection of line AB along the north-south meridian. L = l cos…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

Q: What is the correction for the latitude of BC using the transit method?

A: Using transit rule

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A: Given :

Q: AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the…

Q: Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g…

Q: (Q2) Calculate coordinates of point P (by Tienstra formula) in the following drawing if you know: A…

A: Given; Point Easting Northing A 23808.69 19480.97 B 23930.75 19769.49 C 23989.38 19602.00…

Q: The accompanying tabulation are given the adjusted latitude and departures of a closed traverse.…

A: Given data: Latitude and departure are in meter. The DPD of the last course is numerically equal to…

Concept explainers

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.

Question

Q1.
Calculate departures and latitudes of the following ABCDE traverse.
3
N
A
285.40'
•N26°10'E
E
5 75 25 E
640.45'
647.02'
5306 W
N 0°42' W
720.8
203.00
5 15 30¹ W

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data

Step 2: Calculation

Step 3: Calculation

Solution

Step by step

Solved in 4 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
ques 5 plz provide handwritten answer
TRANSIT RULE. pls make use of table and draw the traverse
please plot this for surveying!
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
AREA MEASUREMENTS W- E U AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are given the adjusted latitudes and adjusted departures of a closed traverse. V Determine the area using DMD method. LINE ADJUSTED LATITUDE ADJUSTED DEPARTURE (+)N (-)S (+)E (-)W Y AB 113.92 388.84 ВС 178.86 285.13 CD 295.88 134.96 DE 164.35 135.39 EF 13.53 251.86 FA 182.95 151.76 SUM +474.74 -474.74 +673.97 -673.97
only SKETCH this traverse
2. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE -w AB 7i5.20 1200.53 BC 414.29 401.78 CD 419.88 1606.43 1735.58 DE 200.70 EF 617.59 456.66 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE -S 1-2 281.28 281.06 2-3 168.75 449.32 3-4 337.56 281.22 4-5 112,50 450.66 450.03 225.08 5-6 6-1 450.06 335.86 Sums +900.09m-900.09 m+10I1.60MFIOT1.60m
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S AB 7i5.20 1200.53 вс CD DE 401.78 414.29 1735.58 419.88 1606.43 456.66 200.70 EF 617.59 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E - w 281.06 1-2 2-3 281.28 168.75 449.32 337.56 281.22 T12,50 450.66 450.03 225.08 450.06 335.86 Sums +900.09 m 900.09 m+1011.60mHio11.6Om N3456- -2345
17) Please include a solution and diagram if possible.