Leveling: Complete the leveling field notes shown in the table by computing and recording the elevation for each point. Station B.S. I.S. F.S. H.I Rise/Fall R.L 1 4.44 200 2 2.24 2.80 4 2.60 3.70 3.10 7 2.56 8 2.30 1.86 3.85 10 2.20 11 0.30 12 4.07

Leveling: Complete the leveling field notes shown in the table by computing and recording the elevation for each point. Station B.S. I.S. F.S. H.I Rise/Fall R.L 1 4.44 200 2 2.24 2.80 4 2.60 3.70 3.10 7 2.56 8 2.30 1.86 3.85 10 2.20 11 0.30 12 4.07

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: Complete the following level notes. Show your detailed solution and checking. Differential Leveling…

A: We know that,Height of instrumentHI=Elevation of Bench mark+Back sightBSandEleavation of a…

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: Fill out the differential leveling table with corresponding calculations (page check, misclosure,…

A: Fill out the differential leveling table with corresponding calculations (page check, misclosure,…

Q: A line of levels was run into a terrain. All of the turning points in the accompanying tabulation…

A: To Find:- A. Elevation at BM36 B. Station with highest elevation C. Height of instrument between…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A: We have to determine the complete all missing data and perform all asthmatic checks and compute…

Q: BS 5.36 FS 1.62 BS 8.11 FS 1.54 BS 7.32 FS 0.86 BM2 TP: TP, BM, Elevation 83.23

A: Given data in question FS BS R.L of B.M1 To find out Plot the data

Q: Q/ The following sketch include inverting readings of some stations. Construct a table of complete…

A: Height of Instrument=HIBenchMark=BMBack sight=BSFore Sight=FSReduced Level=RLAssume the three change…

Q: Please perform the analysis to find the elev of BM 2. Also find the error, indicate the order and…

Q: Q.I A line of level is run from B.M.1 (elevation=102.00m) to B.M. 2(elevation=106.00m). The field…

A: Given Elevation of BM1 = 102 Elevation of BM2 = 106 Reading of BS, IS and FS To Determine Computed…

Q: 100 and C = 2) A transit with a stadia interval factor of K = at point C on the line between points…

Q: 1) Complete the leveling field notes shown in the table by computing recording the elevation for…

A: stationB.SI.SF.SHI…

Q: provide an illustration of this leveling. Draw the illustration based on the given table

A: The illustration of the above table is shown in the below figure.

Q: In item No. I what is the length of e or CP? a)10,189,89m b) 9,189.89m c)…

A: To find length of cp

Q: Leveling: 1) Complete the leveling field notes shown in the table by computing and recording 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: Q2: -The following reading was taken in levelling process as shown in table below, if the reduced…

A: This method is most suitable for the survey operation with the number of intermediate observations.…

Q: A: B: 1) Complete the leveling field notes shown in the table by computing and recording the…

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: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Given Data Total 5 stations has been given and we are asked to calculate the Elevations, adjusted…

Q: 2. Complete differential level notes for the information shown and show the customary arithmetic…

Q: 1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of…

A: GIVEN Stadia interval factor, k = 100 C = 0.229 Stadia interval, s Angle, θ Rod reading, RR TO…

Q: Table Q2(b). Two-peg test booking BS FS Height of Collimation (m) Reduced Level (m) Remark Distance,…

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: Direct Differential Leveling Data: Staff Reading at Level at A K 1.115 m 0.989 m 15 2.113 m 1.867m…

A: Dear student as per bartleby guidelines we are supposed answer only first 3 sub parts. Kindly repost…

Q: STA BS HI FS ELEV BM1 2.883 130.016 127.133 ТР1 2.743 129.710 3.049 126.967 ТР2 2.855 129.876 2.690…

A: Leveling is the linear measurement process in which we establish the leveling instrument and…

Q: level 200, the leve another point B. Th point B was found order to check the

Q: in the Bank of Level A of arbitrary elevation 18.52 m, it is required to determine the elevation of…

Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest…

A: Complete the table below?

Q: Complete the following level notes. Show your detailed solution and checking. Double Rodded Leveling…

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

Q: a. Difference in elevation between A and B b. Elevation of A

Q: Q.I A line of level is run from B.M.1 (elevation-106.40m) to B.M. 2(clevation-110.50m). The field…

A: The field observations were recorded as given in question, Given B.M.1 (elevation=106.40m) B.M.2…

Q: What is the calculated value of BM_13 before adjustment ?

A: Given:R.L. of B.M.-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of known elevation+…

Q: 1. For the given set of data of differential leveling as shown in the tabulation: Station Backsight…

Q: From the differential leveling notes shown, calculate the sum of x, y, and z. STATIONS B.S. Н.I.…

Q: Problem 2 In the two-peg test of a dummy level, the following observatians are taken. INSTRUMENT SET…

Q: Q.2) A page of a level book with some missing readings is reproduces below. Fill in the missing…

A: Station BS IS FS Rise Fall RL Remarks 1 3.650 108.260 2 0.9 2.750 111.01 3…

Q: B. Double-Rodded Leveling 3. Complete differential level notes for the information shown and perform…

A: Height of instrument = B.M + B.S Reduced level = H.I - F.S/I.S

Q: 4. RISB AND FALL complete the level notes given: below and show the customary arithmetic check.…

Q: Table Q4 shows the booking of levelling fieldwork conducted during light rain. It was later found…

A: leveling is the process to determine the height of the one level with respect to the other known RL.…

Q: Reduce the following reading using rise and fall method.

A: to fill the given table

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

Leveling:
Complete the leveling field notes shown in the table by computing and
recording the elevation for each point.
Station
B.S.
I.S.
F.S.
H.I
Rise/Fall
R.L
1
4.44
200
2
2.24
2.80
4
2.60
3.70
3.10
7
2.56
8
2.30
1.86
3.85
10
2.20
11
0.30
12
4.07

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 3

VIEW

Step by step

Solved in 3 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

hi i need this asap, thank you
What is the difference in elevation between station 5 and 2?
Starting from point A of reduced level 200, the levels were taken to another point B. The reduced level of point B was found to be 198.295. In order to check the leveling work flying levels were taken from point B to point A and the following readings were obtained. Find the error of closure on point A.
Q.I A line of level is run from B.M.I (elevation=106.40m) to B.M. 2(elevation=110.50m). The field observations were recorded as given helow: Station B. S 1.95 Remarks R.M. 1 IS F.S 2 0.65 3 2.60 1.45 4 -1.90 -1.60 0.55 0.50 B.M. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.
In levelling across a wide river on pampanga, a reciprocal level readings were taken between point b and c as shown in tabulation. Compute the difference in elevation between B and C with instrument set up near B.
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
QUESTION 4 Table Q4 shows the booking of levelling fieldwork conducted during light rain. It was later found out that some of the readings are illegible due to the rain water. Complete the booking and perform all checks. Table Q4 BS IS FS HPC RL Remarks 19.245 17.155 TBM 1 RL 17.155 2.010 A 17.169 3.431 0.461 18.784 с (СР) 3.079 D 1.471 20.744 E ? 21.455 ТВМ 2 RL 21.459
Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 HI 368.382 369.414 370.245 Lowest rod reading Station with the Highest BS Lowest Elevation 370.780 370.278 371.138 Highest elev of the line of sight Station with the highest elevation (excluding BM1 & BM2) FS 1.200 1.136 1.082 3.400 0.212 1.204 ELEV 367.182 368.278 369.163 368.555 368.069 369.934
5 6 7 Q4/ In this following data (2.01, 1.27. 1.48, 0.98. 2.85, 1.50, 1.12. 1.84. 1.23, 2.95. 0.90 ) If the elevation of first point 101.11 m. determine the elevation of other points such as the (2* Fs B.S FS BS FS Fs & 4*,6*. 8*, ) are the turning point?