Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30" E emaining 14 15 O 540° 0' 30" S What is the bearing of line CD? O N 73° 36' 15" W N 64° 21' 15" W 0000 $ 9° 15' 30" E N 206⁰ 35' 15" W 2/ 1 For the loop traverse shown, assume the following sum of latitudes = -0.62 ft sum of departures = 1.1 ft What is the error of closure of the traverse? 1.35 ft 1.32 ft 1.26 ft 1.25 ft Return

Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30" E emaining 14 15 O 540° 0' 30" S What is the bearing of line CD? O N 73° 36' 15" W N 64° 21' 15" W 0000 $ 9° 15' 30" E N 206⁰ 35' 15" W 2/ 1 For the loop traverse shown, assume the following sum of latitudes = -0.62 ft sum of departures = 1.1 ft What is the error of closure of the traverse? 1.35 ft 1.32 ft 1.26 ft 1.25 ft Return

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: What is the direction of the closing error for the following data? Line AB BC CA a. 50°23' b. 62°23'…

A: In order to find the direction of the closing error we use tan θ = ∑Departures∑Latitudes Here…

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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

Q: What is the direction of the closing error for the following data? C Line AB BC CA a. 50°23' b.…

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: Problem 11: Find the equation of the line with x – intercept 5 and y – intercept of - 3. С. 5х + Зу…

Q: Subject: GE135 - Fundamentals of Surveying and Mapping 1. Using the computed latitudes and…

Q: @ Find Ana using DMD 2 DPD Bearing Distance 52.50 31.82 60.44 45.16 line AB BC CD DE EA ARRAY…

A: In surveying, latitude and departure are coordinate values used to represent the location of a point…

Q: 2. CONVERSION OF ANGULAR gles into their equivalent dians: a) 29 53'54" b) 110°03'46" c) 278 55…

A: Given data, A) 29°53'54" B) 110°03'46" C) 278°55'55.5" D) 233°30'56" E) 341°43'05" F) 12°16'15"

Q: Line AB BC CO DE EA Adj length Adj bearings 59.20 S 64 10E 97.87 596 41E S43 45W 554 49 W DO E 81.41…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

Q: ду 5WL3 384EI (5×4369.43722kg x 33m3) 384 х 200GPах 188 × 106 mm

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

Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: only SKETCH this traverse

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…

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

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

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

Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: Calculate the WCB

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

Q: Give the latitudes and departure by giving your answer up to 3rd decimal point. LINE LENGTH BEARING…

A: Length of line AB (l) = 475 m Bearing for line AB = N 31o25' W means Line AB lies in 4th Qudrant,…

Q: COURSE LENGTH m AZIMUTH N AB 639.32 350°30' BC 303°5' CD y 236°13' DE 570.53 177°58' EA 1082.71…

A: Given:- a table with length (in metre) and azimuth (measured from north) as shown below:

Q: 3700 500 3850 450 B 2700 450 630 3820 4 2900 175 1 3 А 2

A: The staff reading taken firstly as back is termed as Back sight (B.S.) The staff reading taken in…

Q: TRIANGULATION LINE BEARING DISTANCE REMARKS BASE LINE ES 34°E N 20° W N 7° t N 39° W N16° E CD 15m…

Q: draw contour lines with 0.5 intervals

A: Contour lines are the lines drawn that joins the equal elevation. Contour interval is the height…

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

A: Given To find Length and direction of line AD

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

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

Q: Length Line DIRECTIONS (meter) AB 500.65 Azs = 210° 1O' 50" BC 600.54 Azs = 149° 9' 35" CD 605.12…

Q: Deparrtese Azimuth line Distanze frem. Latitude, Calcalated Comection Corected Coleulated Conrection…

Q: The coordinates closed traverse ABCDE are: (0,0),B (170, 320) ,C (470, 90), D (340, -110), E (-40,…

A: To Determine :- Area of the Traverse ABCDE by Coordinate method in m2 .

Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

Q: With the same given tabulated data of a closed traverse below, determine the length and direction of…

A: Consider the tract to be CDEF. We know that, ΣLatitude = ΣNorthing + ΣSouthingLatcd+Latde+Latef +…

Q: 1 Line Dist. AB BC CD DE EA 48.96 28.63 39.53 33.28 39.18 AZIMUTH-NORTH forward 87-30 166-30 137-25…

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°…

Concept explainers

Electronic Spreadsheet

Tabular listing has many advantages ranging from time management to efficient scheduling of tasks. Electronic spreadsheets allow the user to tabulate and analyze data, using its easy-to-use interface. An electronic spreadsheet is a staple application used among accountants, management staff, and IT professionals. It is used in various sectors worldwide for data management. An electronic spreadsheet is a system and computer software that could be used to do numerical computations automatically. Spreadsheet application programs are often organized as a table with rows and columns. Each row and column intersect to form a cell, which may be used to store data. These data can take the form of a written label, a number, or a formula that combines information from other cells.

Question

Loop Traverse
D
107 33'45
206 35 15
Field data
unadjusted
5 81 42′15″E (assumed)
96 38 45
64° 53'30"
E
emaining
14
15
O 540° 0' 30"
S
What is the bearing of line CD?
O
N 73° 36' 15" W
N 64° 21' 15" W
0000
$ 9° 15' 30" E
N 206⁰ 35' 15" W
2/
1
For the loop traverse shown, assume the following
sum of latitudes = -0.62 ft
sum of departures = 1.1 ft
What is the error of closure of the traverse?
1.35 ft
1.32 ft
1.26 ft
1.25 ft
Return

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction and given data

VIEW

Step 2: For bearing of line CD

VIEW

Step 3: For error in traverse

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 1 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

Find the question, thanx.
Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80 375.50 410.90 158.50 Direction S 06⁰ E S 40° W N 81° W N 48° E S 88° E 0.83 0,79 0.71 0,81 O 0.90 O
Glven the following notes for a closed traverse. Determine the following a) Coordinates of station E (xy). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED LINE DEPARTURE LATITUDE АВ 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer
completely fill the missing data on the following table line LATITUDE DEPARTURE BEARING LENGTH 15.5 1.5 АВ -2.5 ВС 3 CD 3 4.5 DE EF N 36.87 W FG -2 GH -6 4.5 НА 2.5M 2.
SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S 12°00'00" E Distance (m) 1400.00 1800.00
A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA Length(m) 101.01 140.24 99.27 C B D A E Direction 00°00'00" 77°55'30" 173°37'20" D D 137.137 11.027 L sine L 101.01 29.337 -98.656 L cose AD=151.515m,0=257°55′37" O AD=144.735m,0=77°55′37″ O AD=151.515m,0=77°55′37" O AD=145.735m,0=257°55'37" AD=144.735m,9=257°55′37″ O
stations have been measured and adjusted as shown in the figure. Distance Measurement S R River 415.55 ft Baseline * R-ST = 67° 11'39" & T-RS-33°49'38" Search hp 21 22 What is the distance RS? - 235.105 196.055 160 235.679 296.050 ft 1 What is the angle RTS? 75° 58'43" 78° 0'43" 78° 58'43" 75° 58' 0" a
Surveying
TRANSIT RULE. pls make use of table and draw the traverse
30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
Calculate the closing error of the following traverse Line Length (m) AB 193.20 BC 176.80 CD 375.50 DE EA O 0.90 O 0.71 O 0.81 O 0.79 O 0.83 410.90 158.50 Direction S 06° E S 40° W N 81° W N 48° E S 88° E
A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA Length(m) 101.01 140.24 99.27 C B D A E Direction 00°00'00" 77°55'30" 173°37'20" D D 137.137 11.027 L sine L 101.01 29.337 -98.656 L cose AD=151.515m,0=257°55′37" O AD=144.735m,0=77°55′37″ O AD=151.515m,0=77°55′37" O AD=145.735m,0=257°55'37" AD=144.735m,9=257°55′37″ O