Answered: Course Distance (ft) AB BC 80.32 953.83…

Engineering

Civil Engineering

Course Distance (ft) AB BC 80.32 953.83 Bearing N 70°10'07" E N 74°29'00" E

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: Fill in the blanks: (Use compass rule) Line Length Corrected Corrected Corrected Departure Azimuth…

Q: A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N…

A: Find bearing of line AB and length of line BC

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

Q: S 54°58'58" E N 45°55'21" E 382.24' A S 68°05'27" W 472.72' 276.48' N 19°46'15" W 216.12'

Q: Find the departure misclosure using compass rule Find the latitude misclosure using compass rule…

Q: A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K…

A: Answer:- Elevation of point A, Tacheometeric equation:- L=KS+C =100×1.056+0.3 =105.9 m…

Q: a traverse ABCDE the following bearings are observed ind out their included angles and check it.…

Q: bearing to azimuth N108°44’41.2”

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: solve for the adjusted latitude and departure using compass method or transit rule. (please show…

Q: SITUATION 1: The data for a closed traverse are as follows: Course Bearing Distance АВ S W 126.00 m…

A: To Determine Distance of course CD Area of the traverse

Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question Length Bearing Closed traverse To find out Latitude Departure

Q: Determine the interior angles of the given interior angle traverse. LINES BEARINGS АВ N76°30'E ВС…

A: Furstwe have to reduce quadrantal bearing to whole circle bearing for given 4 sided polygon Then…

Q: 5. Balance the given closed traverse by Compass Rule, compute the coordinates and the Linear Error…

A: Given:- Closed Traverse To find:- Coordinates and Linear error of closure

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B =…

Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

Q: Please answer letter a. Compass rule , In EF length 1127.26

A: To find corrected latitude and departure

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given, This is related to surveying. We need to determine azimuths of each Line.

Q: The length of course CD is? The bearing of course CD is? The area of the closed traverse is? i. ii.…

A: The latitude of the traverse line is defined as the projection of the line along the north-south…

Q: Station Line Length (Ft) Interior Angles A 89°30'30" AB 447.60 B 89°30'30" BC 180.00 C 89°45'45" CD…

Q: AZIMUTH 1. Convert N 45 36' E to its equivalent azimuths 2. Convert S 65 15' E to its equivalent…

Q: N 45°55'21" E 276.48' S 54°58'58" E 382.24' A S 68°05'27" W 472.72' B N 19°46'15" W 216.12'

A: Area of traverse is calculated using bowditch method.

Q: Convert Azimuth to Bearing: 258° 34' 22" 128° 04' 44" 60° 21' 26" 309° 05' 38"

A: Quadrat -1. N-E Quadrat -2 S-E Quadrat -3. S-W Quadrat -4. N-W

Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

Q: Given the following technical description the traverse using COMPASS rule and Course Distance…

Q: 7) Station A has xy coordinates (in feet) of (42992.36, 14354.37) and station B has xy coordinates…

Q: Compute the bearings of all lines for a closed traverse ABCDEFGHA that has the following balanced…

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

Q: Azimuth 2089°31'00" 1773°32'00" 425°33'00" 1214°29'00" 1630°00'00"

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

Q: Measured Interior Angle (2) N(Y) Point 610.24 (1) 100 45'37" 5000.00 N (Y) A B. 231 23'43" 10,000.00…

A: Azimuth is the angle between two points in a sphere. The angle between a projected vector and a…

Q: COURSE AB 8886 BC CD DA DISTANCE 120m ? 100m 80m 43. The length and bearing of BC 44. The area of…

A: here question contain multiple question so As per our guidelines i will answer only first question

Q: COURSE LATITUDE DEPARTURE АВ 30 -70 BC 70 -30 CD Unknown Unknown DA -80 40 a) What is length of…

A: A closed traverse latitude and departure have been given in the tabulated form and it has been asked…

Q: The coordinates of control points A (1395.454, 1078.806), and L(1268.855, 1028.419). Calculate the…

Q: COURSE LENGTH (m) BEARING AB 495.85 N 05° 30' E ВС 850.62 N 46° 02' E CD 855.45 S 67° 38 E DE…

A: The latitude of a line can be determined by its projection on the north-south meridian, which is…

Q: Q3- Correct the following traverse and compute station coordinates: station A (x-1000m,b=1000m) AB B…

Q: S30°47'19"W N79 15'12"E

Q: ose traverse has the following data: DURSE BEARING DISTANCE (m) N 9.27° E S 88.43° E N 86.78° E 58.7…

A: To find length and bearing of course 5-1

Q: COMPLETE THE CHART: BEARING N. 10° 20' 30" E. S. 73° 45' 13" E. AZIMUTH 276 12' 07" 196° 15' 12"…

Q: Convert

A: Given data - Bearing = N 89° 20' 30'' W

Q: Given the following data of a closed traverse. Compute the bearing of line DE

Q: this is not a graded question and please base your answer on the given choices thank you

Q: LINES AB N 53 27 E BC CD DA N. 5200' W. BEARING DISTANCES 59.82 m. 70.38m. 76.62 m. 95.75 m. S. 66…

A: Lattitude and departure signs : N-E : Both positive N-W : Departure negative, Lattitude positive…

Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

3. The two frontage corners (A and D) of a large tract of land are joined by the
following open traverse. Determine the length and azimuth of property line AD.
Course Distance (ft)
AB
BC
CD
80.32
953.83
818.49
Bearing
N 70°10'07" E
N 74°29'00" E
N 70°22'45" E
A
B
C
Property

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: Determine the length and azimuth of property line AB

VIEW

Step 2: Determine the length and azimuth of property line AB

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Follow-up Questions

Read through expert solutions to related follow-up questions below.

Follow-up Question

I don't understand how you get the 2 final answers from the 2 equations. Please show workings

Solution

by Bartleby Expert

SEE SOLUTION

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

Q3: If we need to supply depth of readily available water equal to 10 cm in 5 hectares of culturable commanded area (net area) with water application efficiency equal to 50%, what will the velocity of water at the farm head gate become? Assume gross area = net area, and the cross sectional area of the gate at the farm head = 1 m2 .
Two Stations A and B are 540 m. apart. From the following triangulation stations C and D on opposite sides of AB, the following angles were observed Angle ACD - 5412 Angle DCB - 41°24 Angle ADC - 4918 Angle BDC - 47°12 540 m 49ʻ18147'12", Find Distance BC 333.38 m 353.38m 355.38 m 335.38 m
Given the following data for a closed traverse in which the length of sides BC and CD are unknown. For Length and Bearing of AB (795.62 m, S 03 deg 05’ W), BC (Unknown, S 52 deg 50’ W), CD (Unknown, N 12 deg 42’ W), DE (650.25 m, N 40 deg 15’ E), EA (541.55 m, S 85 deg 58’ E). If BD is chosen as the closing line, its length is • 977.23 m • 902.13 m • 853.71 m • 24.11 m • 903.48 m
Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m) 1-2 45o 55' 20” 27.468 2-3 125o 01' 00” 38.225 3-4 248o 05' 30” 47.272 4-1 340o 13' 45” 21.612
Determine the adj. latitude and adj. departure of each course based on the observed data of a closed traverse.
The areas of five cross-sections (at intervals of 20m) of a proposed new road were measured as 1245m2, 2320m2, 2265m2, 2198m2 and 2377m2. Determine the total volume between these cross sections using the End Area Method. O A. 17188 m3 OB. 133900 m3 C. 171880 m3 O D. 10405 m3
asap
5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?
A closed traverse has the following data: Course Length Azimuth Interior Angle to the Right AB 141.657 163°48'53" | A = 95°02'30" B = 138°54'49" C = 69°41'08" D = 147°47'42" BC |137.544 CD 152.132 DE 128.562 EA 155.436 E = 88°33'51" a.) Adjust the traverse using transit rule. b.) Compute the area (m²) of the traverse.
Convert azimuth to bearing.
Solve for the unknown:
FROM THE GIVEN DATA OF A CLOSED TRAVERSE, FIND THE ADJUSTED BEARING OF BC AND DA USING COMPASS RULE.