The following table represent the field data for traverse (CAB) using Theodolite and steel tape:Measured Horizontal angle to the rightMeasured horizontal distance (m)CA = 115.468 m< CAB = 80° 22' 15"AB = 78.220 mKnowing that: Azimuth of the line CA = AZCA= 120°10'28".(Xc =250.120 m, Yc=350.130 m).1- Compute the horizontal (X, Y) coordinates of points (A, B).2- Compute the horizontal distance (CB) and its direction (AZCB)3- Compute the horizontal angle to the right < BCA.4- Compute the Deflection angle < ABC

Answered: The following table represent the field…

The following table represent the field data for traverse (CAB) using Theodolite and steel tape: Measured Horizontal angle to the right Measured horizontal distance (m)

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: A pre-engineering baseline was run down a very steep hill (see Rather than measure horizontally…

A: Vertical angle = -21o26' Height of range pole from the ground, h = 4.88 ft Slope distance between…

Q: Fill in the necessary answers to determine the collimation error of a levelling instrument: Bto E =…

A: Collimation Error: Collimation error is because of the view of a review instrument not harmonizing…

Q: The horizontal distance between two points, A and B is [400+(0.18*10)]m, and these are established…

Q: When measuring a distance AB, and with respective to facing towards point B when standing at point…

A: Recorded Distance = The first taping pin was placed 1.35 ft to the left of line ABThe second pin was…

Q: The following subtended angles were read on a 2m long subtense bar using a theodolite. Compute for…

Q: PROBLEM 2: A traverse line AB is being measured by theodolite and subtense bar. At station A, the…

A: Given Height of instrument at A = 1.48 m Horizontal angle set up at station B = 42'18''

Q: The sketch below describes a field work for levelling project using the level instrument, the…

A: Given data Fore sight Intermediate sighta Back sights R.L.

Q: The figure shown below provides the rod readings in the order in which they were taken. The…

A: Given Data Actual elevation of BMB = 92.50 ft Determine the elevation of BMB and Error of Closure…

Q: PROBLEM 3: A stadia measurement was undertaken with a theodolite having an internal focusing…

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

Q: Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What…

A: The traverse angle is given as follow: 163° 27' 36" 324° 18' 22" 62° 39' 27" 330° 19' 18" 181° 09'…

Q: For adjusting the traverse, which of the following methods can be used? a. Compass traversing b.…

A: Option (D) is the correct answer.

Q: Given data on a conducted differential leveling survey, supply the missing figures and write your…

Q: Q 7: It is required to project a horizontal circular curve that connects the first two roads AB and…

A: Horizontal projection of the curve will be equal to the length of the longest chord AC

Q: Method of repetition v

Q: Surveying The following staff readings were taken in succession with a dumpy level. The instrument…

A: Given data, 1st reading was taken on a BM , RL of benchmark= 200.00m The instrument was shifted…

Q: A horizontal collimation test is performed on an automatic level. With the instrument setup at…

Q: In the two-peg test method of a dumpy level, the following observations were taken. Determine the…

Q: 1.932 1.930 1.920 1.910 1.900 With reference to the figure above, the leveling rod reading equals: O…

A: The levelling rod reading equals to 1.932

Q: STA BS FS 1 5.87 2 7.03 6.29 3 3.48 6.25 4 7.25 7.08 5 10.19 5.57 6 9.29 4.45 7 4.94 a.…

A: This problem can be solved by using rise and fall method Rise / fall = BS - FS Rise if ( BS - FS)…

Q: How to set up theodolite for surveying? Write down the steps

A: The theodolite can be defined as it is a precision instrument that is used to measure angles in the…

Q: Example 5. With what accuracy must the slope angle 5° 30' be measured if the horizontal distance…

A: Slope angle θ = 5o 30' Slope distance S = 1320.50 m accuracy upto 0.005 m, To Find- The value of the…

Q: Explain the Embedment Correction Factor Chart by Janbu et al. (1956; from Christian and Carrier…

A: Embedment Correction Factor Chart by Janbu is used in soil foundation to determine the various…

Q: From the given Leveling Notes below, answer the following questions: What type of leveling is…

A: To find the Unknown Values from the leveling experiment values

Q: BS Rod FS Readings Fall Reduced Rod Rise Level Station IFS 3.755 346.75 BM1 2.895 1 1.742 2 1.683 3…

A: To find Elevation of the Bench mark 2 (BM2) and elevations of all the rod stations.

Q: The horizontal axis of a transit was inclined at 4' with the horizontal due to non- adjustment. The…

A: This question is related to Error from Surveying Engineering. In this question we calculate error in…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: Determine the HD, VD, ID, and DE.

Q: The following staff reading were taken in succession with a level. The instrument was shifted after…

A: The given data is shown below: R.L of Bench Mark=264 mReadings:0.422, 0.684, 1.285, 0.506, 1.793,…

Q: een two points A and B. The roc was 1.395. The instrument was r and B are 1.683 and 1.490 respec…

A: GIven problem is From Reciprocal levelling :Instrument at Station A :Reading at A : hA=1.52mReading…

Q: 10. Which among the following is used to determine the angle of repose?

A: Angle of repose Minimum angle at which body kept on inclined plane starts sliding due to its own…

Q: A Civil Engineer used a 40m tape in measuring an inclined distance. The measured length on the slope…

Q: From the given Leveling Notes below, answer the following questions: a. b. C. d. STA BM1 1+100 1+120…

Q: Determine the correct horizontal distance of AEwhen it was measured AB = 45m, BC= 38m, CD= 55m, DE…

Q: What is the standard load that need to be used to compute the CBR values at penetration 2.5 mm? O…

Q: The backsight reading on a point is 7.35 m and the foresight reading on a second point is 0.86 m. If…

Q: The readings (2.312, 1.185, -2.365, 0.195, 0.885, 1.345, 0.905) were taken with a level. The…

A: point back bearing fore bearing height of instrument elevation of point remark 100 BM…

Q: A rotating laser is being used to control the casting of a concrete floor slab. The instrument is…

A: To determine the required height on a leveling staff for the laser detector, we need to consider the…

Q: In pipe jacking/microtunneling, it is commonly accepted that cover depths of jacking pipes cannot be…

A: The reasons of huge settlement for pipe jacking / microtunneling involve losing of face stability,…

Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

Q: LINE BEARING S 73° 21' E Determine the following: 1-2 (a) Interior Angle 2-3 S 40° 10' E (b)…

Q: 1. Determine the correct horizontal distance AE when it was 45m, BC= 38m, CD= 55m, DE =42.58, with…

A: Pull correction, Cpull=Pm-PoloAE Temperature correction, Ctemp= loαTm-To Slope correction,…

Q: In the two peg test of the dumpy level, the! following observations were taken: Rad reading on A…

A: Given Reading on A Reading on B Instrument at A 1.509 2.204 Instrument at B 0.938…

Q: A 30m steel tape is 1.5mm long at 20oC with a pull standard of 55N. A line is to be layout using…

A: Nominal length = 30m Elongation= 1.5mm Standard temperature= 20°c Working temperature=28°c Standard…

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

The following table represent the field data for traverse (CAB) using Theodolite and steel tape:
Measured Horizontal angle to the right
Measured horizontal distance (m)
CA = 115.468 m
< CAB = 80° 22' 15"
AB = 78.220 m
Knowing that: Azimuth of the line CA = AZCA= 120°10'28".
(Xc =250.120 m, Yc=350.130 m).
1- Compute the horizontal (X, Y) coordinates of points (A, B).
2- Compute the horizontal distance (CB) and its direction (AZCB)
3- Compute the horizontal angle to the right < BCA.
4- Compute the Deflection angle < ABC

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: Answer

VIEW

Step 2:

VIEW

Step by step

Solved in 2 steps with 2 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

Determine the elevation of BM2 using Three Wire leveling. Tabulate data from the sketch and make the final table.
N Rod ++ 50 1+50 1+75 2.6 Complete the set of differential leveling notes in Table 2-5, and perform the arithmetic 2.5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing all elevations, show the arithmetic check and the resulting error in closure. check. 5.11 4.66 3.98 1.20 1.80 TP 2 4.42 4.30 2.01 Known Elevation is 402.78 4.72 TP 1 BM 61 Elevation = %3D 396.74 FIGURE 2-34 5-35 ()
Discuss the procedure of horizontal taping measuring on sloping ground?
It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at 18 kg. pull and at 30.618 Degrees Celsius temperature. If the actual fieldwork will be done at temperature of 22 Degrees Celsius and pull of 14 kg was applied being supported at both ends of tape, compute the correct distance to be laid out if the cross-sectional area of tape is 0.02 sq. cm. and weighs 0.686 kg.
From the given Leveling Notes below, answer the following questions: a. b. C. d. e. STA BM1 1+100 1+120 1+140 TP1 1+160 1+180 BM2 What type of leveling is presented? What station has the highest elevation? (Indicate the letter only corresponding to the station - use capital letter) What station has the lowest elevation? (Indicate the letter only corresponding to the station - use capital letter) What is the elevation (in meters - 3 decimal places) of the line of site when the FS was taken at TP1? (Do not include the unit) What is the elevation of BM2 (in meters - 3 decimal places)? (Do not include the unit) BS (m) 1.670 1.875 HI (m) FS (m) IFS (m) 1.257 || 1.350 1.230 1.450 0.975 1.250 1.670 ELEV (m) Remarks 108.750 A BCDEFGH с н
How to setup a theodolite for surveying. Write down the steps?
3 - please provide correct answers