6. The fore bearings and back be of a closed traverse ABCDA were recorded as below. Determine which of the stations are affected by local attraction and compute the values of the corrected bearings. Line AB BC CD DA Fore bearing 77°30' 110°30' 228°00' 309°50' Back bearing 259°10' 289°30′ 48°00' 129°10'

6. The fore bearings and back be of a closed traverse ABCDA were recorded as below. Determine which of the stations are affected by local attraction and compute the values of the corrected bearings. Line AB BC CD DA Fore bearing 77°30' 110°30' 228°00' 309°50' Back bearing 259°10' 289°30′ 48°00' 129°10'

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: From the following traverse notes, determine the linear error of closure LINE BEARING LENGTH 1-2 N…

Q: an eria BEARINGS S 75'48' E S 15°18' W S 68°06' W COURSE DISTANCES 867.46 m 1272.41 m АВ BC CD…

Q: Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC…

A: given - bearings to convert them into azimuth

Q: What is the error of closure?

A: Given:Reduced level of bench mark-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of…

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: Problem 2 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most…

Q: Compute adjusted forward bearings of the following open traverse;

Q: Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of…

A: Assumptions:(1)- Since No Specific angle/Bearing is Given , so we are Considering The Offset as a…

Q: signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6:…

Q: #7 Given. A lap traverse ABE DE with a course DE of Bearing $ 11°42′15″E; fillowing angles : A =…

A: Sum of angles of a five sided polygon =540° Sum of angles= 540°0'25'' Angular error = 25" Adjusted…

Q: 1. Compute the missing or omitted distance or bearing 6. S 85°51' E 160.00 m. 1 N 51°59' E 165.88 m.…

A: Given:- Some distances and bearings of an area are given To determine:- The missing or omitted…

Q: 1. For the closed traverse below, determine the balanced interior angles. Check and prove your work.…

Q: Degree of static indeterminacy

A: Given data : The value of number of member in truss=3 The value of number of joint in truss=4 The…

Q: 32. Compute for the area by using DMD and DPD method.

A: Using DMD method - Line Bearing Distance Latitude Departure DMD 2A AB S36.46W 44.84 -35.624…

Q: Problem 2 Line Distance 288425 AB BC CD DE EF FG GH 63.01 32.10 57.03 31.84 51.54 27.08 77.55…

A: We know that, Fore bearing- Back bearing =180°

Q: RL2=152.5 Q4). The following staff readings in meter were obtained when leveling along the center…

Q: From the given leveling notes, compute the elevation of BM2 ELEVATION OF BM1 IS EQUAL TO 149.20

A: Given:- Station BS HI FS Elevation BM1 0.57 TP1 1.15 2.93 TP2 0.65 2.70 TP3…

Q: Q. Find the corrected bearing after correction of local attraction. Line FB BB АВ 126° 45' 308° 00'…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

Q: Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25…

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

Q: our points A, B, C, and D proposed bridge. The in our points. The coordinate

A: All points distance in north and east is given means all are in 1 quadrant. All in first quadrant so…

Q: 0.9 (IFS) 1.7 (IFS) 3.43 TP1 2.77 (BS) (FS) 2.32 (BS) BM1 EL. 328.70m 2.2 (IFS) BM2 2.45 3.7 (FS)…

A: Given question belongs to levelling topic. Here the back sight , intermediate fore sight and…

Q: 6. A loop traverse originated and ended at point A. The bearing of line AB is S 42°30' W. Points C,…

Q: : The following bearings were observed in running a close traverse. Correct the bearings for local…

Q: matic diagram of the Double-Rodded Survey performed.

Q: Engr. Madrid performed differential levelling between two benchmarks, she then set up a dumpy level…

A: To find Missing reading on turning point 2. Given Elevation of Benchmark 1 Elevation of Benchmark 2…

Q: ROUTE LENGTH OF OBSERVED OBSERVED ADJUSTED ADJUSTED SIDE FORWARD BACKWARD FORWARD BACKWARD BEARING…

A: Route Length Observed Forward Bearing Observed Backward Bearing Adjusted Forward Bearing Adjusted…

Q: then RL (in m) of R is

A: Given data. Rl of point R with respect to the bench mark at P.Staff reading is shown in graph…

Q: 32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N…

A: To determine the area of traverse using DMD and DPD method. First step is to write the Latitude…

Q: 11. Determine the unknown bearings for the traverse courses shown in Figure A. 89°38' 96°11' N83…

Q: in meter were obtain center line of natural ground of a road. The elevation of de Line RL 148.4 m…

A: Rise and Fall method is used to find the level at each station Here the Road level at station 0+00…

Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…

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

6. The fore bearings and back bearings of the lines
of a closed traverse ABCDA were recorded as
below. Determine which of the stations are
affected by local attraction and compute the
values of the corrected bearings.
Line
AB
BC
CD
DA
Fore bearing
77°30'
110°30'
228°00'
309°50'
Back bearing
259°10'
289°30'
48°00'
129°10'

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

A close traverse has the following data: COURSE BEARING DISTANCE (m) N 9.27° E S 88.43° E N 86.78° E S 5.2° E 1-2 58.7 2-3 27.3 3-4 35.2 4-5 35 5-1 3. Determine the length of course 5-. A. 62.5m B. 24.3m C. 75.1m D. 78.9m 4. Determine the bearing of the course 5-1. A. N 17.943° E D. N 72.057° E B. S 72.057° W C. S 17.943° W
8. A civil Engineer proceeded to do the stadia survey work to determine the topography of a certain area. The transit was setup at a point A, with the line of sight horizontal, took rod readings from the rids placed at B and C which is 200 m and 60 m from A respectively. Compute the stadia interval factor. Stadia intercept at 8 = 2.001 m and the stadia intercept at C is 0.600 m. a. 100.00 -b. 101.28 C. 99.93 d. 110.17
2- using the method of differential levelling to establish the BM. A loop network was run counter-clockwise beginning and ending on BM whose known elevation is 689.36. 2.84 11.73' 5.64 7.23 O TP2 BM 689.36 8.59' 7.69 3.56' 8.02'
NEED VERY FAST
A closed traverse has the following data: LINE AB BC CD DE EA BEARING ? ? N I° 45' E N 72° 10' E S 48° 13' E DISTANCE (m) 44.47 137.84 12.83 64.86 107.72
Provide a separate table for DMD and DPD. Also, before the bearing, compute for the azimuths
Date: traverse ABE DE with a А гар Bearing en the following angles crurse DE of S 71°42′15″E; : A = 60°53' 30" B = 215" 58 00", C = 65° 10' 16", D = 111² or' or "s E= 86° 58'45" = (1) Computer argular. angular error (2) adjust angles. (3) Compute bearing for course "EA"
determine the adjusted bearing lines of each surveying line and the back azimuth of FBab, FBbc, and FBda.
Problem Following are the observed bearings for a closed traverse ABCD. cerrect the bearings for local attraction. Line AB BC CD DA FB 319°24' 60°48' 188° 12' 212°48' BB 139° 24' 237°00' 14° 12' 30° 36'
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse.
Survey