Please find northing and easting of point d. N 1000.00E 1000.00D3.00.00.90 NAS 81°13'37" E359.56N 86°30'30" WB371.49'S 03°01'02" EN 945.16E 1355.36CN 574.19E 1374.91

Answer Let us first calculate the latitude and departures of line CD and DA Latitude = Lcosθ…

Answered: Please find northing and easting of…

Engineering

Civil Engineering

Please find northing and easting of point d.

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: Find your True Course if your Compass Error = 0.8°W while you are heading on 013°T. a. 013.8°T O b.…

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

Q: A closed traverse has the following lengths and bearings: The length CD could not be measured due to…

A: Given Data Closed Traverse Bearing-AB is roughly east. Determine the length of CD and bearing of…

Q: ▼ ▼ Part A Compute the unadjusted departures. Express your answers in feet to five significant…

A: Note : As per Bartleby guidelines, only first three subparts will be discussed in this solution. To…

Q: 118°37' D. 105 22' 120°28' 87 05' 108 28'

Q: The process of determining relative elevations of points on the surface of the ground is known as a.…

A: Surveying may be defined as the method of making measurements of relative position on the surface of…

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: A turning point along a profile level route measures 284.98 m beyond station 30+ 58.70. Determine…

Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

Q: 25) Calculate coordinates of station (65+10.00) on the horizontal circular curve (R= 750 m, 4=…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

Q: if the traverse will be adjusted using compass rule, determine the adjusted angle of course BC

A: To Determine Adjusted length of course BC.

Q: BEARING N 32° 14' W N 53° 42' E S 67° 28' E S 48° 57' W COURSE DISTANCE АВ 115.28 ВС 165.83 CD…

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: Determine the area of the following closed traverse.

A: To find: Area of closed traverse ABCDEA

Q: COURSE DISTANCE BEARING N 32° 14' W N 53° 42' E АВ 115.28 ВС 165.83 S 67° 28' E S 48° 57' W CD…

A: Fo find out the adjusted angle of course DA.

Q: The centerline station of point A is 102+00 and the centerline sta of point B is 135+40. A right of…

A: Position of the right of way marker:

Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Preliminary coordinates are XA= 9500 YB = 11000

Q: Compute the bearing and length of each course given the following traverse coordinates. Compute the…

Q: A loop-closed traverse A, B, C forms triangle with 500 meters sides. The azimuth the coordinates of…

A: As per our company guidelines, we are supposed to answer only the first 3 subparts. Kindly repost…

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: A: The following angles were measured while surveying a closed traverse ABCD in a clockwise…

Q: 8. Determine the area of the following closed traverse. A= N1000.00, E1000.00; B= N1123.17,…

A: Point North(Y) East (X) A 1000 1000 B 1123.17 1140.67 C 1035.83 1239.63 D 837.56 1171.59 E…

Q: A traverse ABCDA is made within the form of a rectangle in clockwise path. If the fore bearing of…

Q: Find all the bearings and azimuths of the close traverse.

A: A closed traverse is given belowNeed to find all the bearings and azimuths of the close traverse

Q: A five-course traverse was measured in the field as shown in the figure. 1. Compute the balanced…

A: We are given that Backbearing of line = forbearing of line + 180o ( when azimuth of…

Q: The bearing from point A to point B is N90E. If the Coordinates of A are 5000.00, 5000.00, what are…

A: Objective: To determine- a) Coordinates for B, b) Change in Northing from point B to point C…

Q: COURSE DISTANCE BEARING N 32° 14' W N 53° 42' E АВ 115.28 ВС 165.83 S 67° 28' E S 48° 57' W CD…

Q: if the traverse will be adjusted using compass rule, determine the adjusted distance of course BC

Q: Problem 4 For the given data of a close traverse, determine the missing bearing of courses BC and…

A: To Determine The missing bearing of courses BC and DE. Solve the AREA using DPD and sketch the…

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: The centerlines of two parallel tracts in a railroad layout are connected by a reverse curve of…

A: To find Stationing of PRC & PT

Q: Horizontal Curve Given: Radius (R) = 900.00' Delta (A) = 40°-00¹-00" PI Station = 13 + 27.57 PT…

A: From Given Data : For a horizontal curve :Radius R = 900'Delta i.e. Deflection angle ∆ =40°PI…

Q: Define Belling buckets

A: It is the term related to geotechnical engineering.

Q: Point A RL 87,352 m Chainage 103.25 m St. Linear Road Question? What is the RL at chainage 110 m?…

A: Given: Reduced levels Chainage To find : Chainage at a point

Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: The Principal angle = The azimuth of line (+ or-) 180 The azimuth of line is less than 180 then The…

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE

A: Given data shows the value of closed traverse, it is required to find the missing bearing of line CD…

Q: 1. The result of a fiekd survey of a closed traverse is shown in the figure. Check the traverse for…

A: The latitude of the line is defined as the projection of the given line in the north-south…

Q: If you are standing at STA23+54.23, how many feet are you away from STA25+08.49 along the length of…

A: Starting Station (STA23+54.23)Ending Station (STA25+08.49)To find:The length of the alignment.

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

Q: a. Sketch the traverse and verify that the traverse has balanced interior angles (assume acceptable…

A: Given: Bearing of course AB=S 74° 30' E. =180°-74° 30'=105° 30'. Interior Angles: ∠A=67° 30'∠B=70°…

Q: 1 Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse…

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Please find northing and easting of point d.

N 1000.00
E 1000.00
D
3.00.00.90 N
A
S 81°13'37" E
359.56
N 86°30'30" W
B
371.49'
S 03°01'02" E
N 945.16
E 1355.36
C
N 574.19
E 1374.91

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

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

Given the same vertical alignment connecting a -4% grade with a +2% grade with the PVC station at 34+64 with elevation 121' and its low point at station 43+88, answer to the following question. 2) The station of PVT is at: O 34+64 O 41+57 43+88 48+50 50+81
Horizontal Curve Given: Radius (R) = 1654.35' Degree of Curve (Daº) = 03°-27¹-48" PC Station = 14 + 27.62 Chord distance to Station 16 +00= ? 172.30' 170.10' 174.59' 168.75'
3. Compute for corrected distances and bearings using transit rule and compute the Area of closed traverse using triangle method. BEARING/AZIMUTHN N 48° 20' E LINES DISTANCES АВ 529.60 m ВС 87° 00' 592.00 m CD 172° 1' 563.60 m S 80° 00' W N 48° 12' W DE 753.40 m EA 428.20 m
if the traverse will be adjusted using compass rule, determine the adjusted angle of course CD
•Point P1 located along the proposed centerline of a roadway was observes from an instrument set up at point A. The observed bearing and distance are N 50°34' W; 78.67m Coordinates of A: Northings = 257.78m Eastings 345.25m Centerline P1 14. Determine the coordinate of P1 (Northing). a) 319.34 b) 298.67 15. Determine the coordinate of P1 (Easting). a) 303.45 b) 245.67 •A Instrument set up c) 312.34 c) 284.49 d) 307,45 d) 310.67
A triangular piece of land ABC (clockwise) has the following directions: AB = N 45o23’, BC = S 34o40’ E CA = N 79o50’ W.a) Compute the interior angle Ab) Compute the interior angle Bc) Compute the interior angle C
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) PROBLEM 2 Compute the linear misclosure for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) NEEDED ANS: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse in Problem 1 considering the length of Problem 2. If the coordinates of station A are X = 20,000 ft and Y = 15,000 ft, calculate the final adjusted angles at stations C.(The answer must be in the form of degree, minutes, seconds. Round off the answer to whole number.)
Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Convert azimuth to bearing.
hi! can you help me answer this question's 2 and 3?
Determine the interior angles at each point of the following traverse: Line AB=N38009’ E, Line BC=S 43018’ E, Line CA=S84035’W
b) Dewatering is a term to describe the removal of groundwater or surface water from for example a construction site. In construction the water is pumped from wells or sumps to temporarily lower the groundwater levels, to allow excavation in dry and stable conditions below natural groundwater level. Discuss the following types of dewatering methods normally employed during construction of a building project: I. Open sumps and ditches II. Well point systems III. Deep well drainage