Leveling in SurveyingNote:Solve also the height of the instrument and the elevation.Show your solutions, please.Kindly fix your handwritten solutions. • Calculation checks:(BS) - (FS) = Last RL - First RL• (IS) + (FS) + (RLs except first) = (each HPC x no of applications)HPC = RL + BSRL = HPC - FSBSНРСFSRL? Given the data below, solve for the required unknowns.1. Solve for the elevation at BM2StationBSFSElevationBM15.87392.25mTP17.036.29TP23.486.25ТРЗ7.257.08ТР410.195.57ТР59.294.45BM24.94???

Answered: Image /qna-images/answer/367ee1c5-27be-4f46-a601-9206791df5fa.jpg

Given the data below, solve for the required unknowns. 1. Solve for the elevation at BM2 Station BS FS Elevation BM1 5.87 392.25m TP1 7.03 6.29 TP2 3.48 6.25 ТРЗ 7.25 7.08 ТР4 10.19 5.57 ТР5 9.29 4.45 BM2 4.94 ???

Given the data below, solve for the required unknowns. 1. Solve for the elevation at BM2 Station BS FS Elevation BM1 5.87 392.25m TP1 7.03 6.29 TP2 3.48 6.25 ТРЗ 7.25 7.08 ТР4 10.19 5.57 ТР5 9.29 4.45 BM2 4.94 ???

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: Line levels between BM1 and BM2 are run over four different routes. The elevation of BM1 is 640.00…

A: Leveling is a part of studying in structural designing to quantify levels of various focuses…

Q: 'he readings given in the table below were recorded in a levelling operation from points 1 to 10.…

A: It is required to find the Reduced level of various points and then loop closure.

Q: FS 2.875 m 4.252 m 5.478 m 6.142 m BS ТР 1 ТР 2 4.325 m 9.542 m 9.631 m 8.133 m BM 1 Elev. = 56.287…

A: GIVEN Traverse Illustration To Determine HI, Elevation, Correction to be applied, and Corrected…

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

Q: PROBLEM SET NO. 2: From the given data below, complete the set of differential leveling notes.…

A: As per guidelines, we are supposed to answer only one question. Kindly repost other question as a…

Q: Following data were obtained in a traverse sur Latitude Departure Line (in m) (in m) АВ 30.50 153.50…

Q: 4-) Complete the benchmark-leveling field notes by computing and recording the HI and elevation for…

A: Solving for first table1. (2.367-1.277)=1.09Elevation at 1=200.00+1.09=201.09

Q: The following data were obtained by stadia instrument: RR = 1.95 alpha = 18 degrees and 23 minutes…

Q: From the given data of a differential leveling as shown in the tabulation: Backsight (m) Foresight…

A: Height of instrument = elevation (B.M) + B.S Elevation = H.I - F.S

Q: From the given data of a differential leveling as shown in the tabulation: Sta B.S. (m) FS (m) Elev…

Q: Prepare a set of level notes for the data listed. Perform a Elevation of BM 7 is 852.045m. If the…

A: Given :

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

Q: From the given data of a profile leveling as shown in the tabulation: Station BS HI FS IFS Elevation…

A: IFS= intermediate fore site=IS HI=RL+BSand elevation (RL)=HI-FS/IS Station BS IS FS HI…

Q: 1- Complete the set of differential leveling using Rise and Fall Method, notes in Table and perform…

A: Rise and fall method and every point is a change point because at every point there is change of…

Q: Situation 1) A closed loop of differential levels was run to establish the elevations of several…

A: given - data of differential levelling. to find - difference of elevation between BM-6 and BM-4.

Q: From the given data of a three wire leveling as shown in the tabulation: Stadia Stadia Elevation…

A: We will calculate the required by using the data given in the table

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If…

A: Given Elevation of point A = Reduced Level (R.L.) of A = 24.60 m Distance between A and C = 100 m…

Q: Problem 1. In the plan below shows a differential leveling from benchmark to another benchmark,…

A: a. Compute the corrected elevation of TP2 b.Compute the corrected elevation of BM2 c.Compute the…

Q: In leveling across a wide river on Pampanga, a reciprocal level readings were taken between points B…

A: When the instrument set up near B Back sight reading at B = 2.283,2.284,2.286,2.283 Fore sight…

Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

Q: Q3/ Find bed width (B) and depth of flow (y) of a rectangular open channel, if, Flow rate in the…

A: Given Q = 250 (m3/s). Longitudinal slope of bed level of the channel S, = 0.0001 Manning's…

Q: Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep Course Length, ft Bearing +N -S +E -W…

A: Course Length Bearing(WCB) Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep…

Q: Problem 1. From the given data of a three wire leveling as shown in the tabulation: Point Backsight…

A: The given table is shown below:

Q: STA. B.S. F.S. 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 For…

A: Lets using Rise/Fall method B.S - F.S = Rise/Fall Positive difference mean rise Negative…

Q: #2 4.7 8.629 Bm 15 71.589° 12.124 Tp. - 82116 7.2.32 Tp-3 1.747' 5.643' 2.932' Constraction. site Bm…

A: Plot the data in table

Q: 8. A line of levels was run from benchmarks A to B, B to C, and C to D. The elevation differences…

Q: a sounding vessel which is to be located. If b = 6,925.50m, c = 6,708.40m, and angle BAC 112°45'25,…

A: In this question we have to use mathmatical property .

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

A: Given Levelling readings BS, FS, and IS To compute the RL by Rise and Fall method Omitted…

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: From the given data of a differential leveling as shown in the tabulation: STA. B.S. F.S. ELEV. 1…

Q: Consider the following running leveling circuit (Fig.1). D L=400m L=250 m A L=500m Figure 1:…

Q: In the leveling across a wide river on Pampanga, a reciprocal level readings were taken between…

A: Set up near B Average of BS = 2.283+2.284+2.286+2.2834=2.284m Average of FS…

Q: Situation; The angles about polnt have the following observed values: 87°0750", 125 1720", and…

Q: From the given data of a leveling as sho Backsight Foresight Elevation Station (m) (m) (m) BM12 4.64…

A: solution from the given values find the elevation of every point elevation = height of the…

Q: Situation; In leveling across a wide river on Pampanga, a reciprocal level readings were taken…

A: problem(4) at station B, Reading Avg at B =2.283+2.284+2286+2.2834 hB= 2.284average…

Q: 3. Given the following three wire leveling notes: Station Backsight Stadia Foresight Stadia…

Q: Table 1. Differential Leveling To determine relative elevations of points by Differential Leveling…

Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

A: To find Elevation at the top of the cellular tower from point y.

Q: 22/ Complete the settlement table below and verify the correctness of the calculations. Then check…

A: We knowHIn=Elvn-BS1Elvn+1=HIn+FSn+1

Q: 1) Complete the missing data and determine the difference in elevation of BM1 and BM2. Show complete…

A: Here Height of instrument(HI) = elevation + Back sight (BS) Elevation = HI - Fore sight (FS)

Q: From the given data of a differential leveling as shown in the tabulation: STA. B.S. H.I. F.S. ELEV.…

Q: A wide river that is connected to the proposed Kaliwa Dam was measured using a reciprocal leveling…

A: The true difference in elevation between two points is calculated as follows, H =…

Q: From the given profile leveling notes: What is the difference in elevation between station 5 and 2?…

Q: FS 2.875 m 4.252 m 5.478 m 6.142 m BS ТР 1 ТР2 4.325 m 9.542 m 9.631 m 8.133 m вм 1 Elev. = 56.287 m…

A: There are 5 tripod setups and other station points. The BS, FS of station points are given. The HI…

Q: In leveling across a wide river in Pampanga, a reciprocal level readings were taken between points B…

Q: Find the elevation of all points by height of instrument method if the elevation of B.M is equal to…

A: first draw a table and fill it with the data given according to the figure using these formulas…

Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

100%

Leveling in Surveying

Note:

Solve also the height of the instrument and the elevation.

Show your solutions, please.

Kindly fix your handwritten solutions.

• Calculation checks:
(BS) - (FS) = Last RL - First RL
• (IS) + (FS) + (RLs except first) = (each HPC x no of applications)
HPC = RL + BS
RL = HPC - FS
BS
НРС
FS
RL?

Given the data below, solve for the required unknowns.
1. Solve for the elevation at BM2
Station
BS
FS
Elevation
BM1
5.87
392.25m
TP1
7.03
6.29
TP2
3.48
6.25
ТРЗ
7.25
7.08
ТР4
10.19
5.57
ТР5
9.29
4.45
BM2
4.94
???

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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 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

PC1 PI1 0+000 Lct PT1 R1 11 STATION NORTHINGS EASTINGS 0+000 11475.55 8927.24 PC2 9291.91 9546.66 PI1 11478.80 P12 11179.37 R2 V1 PI3 10804.76 9282.44 Lc2 PI4 10512.37 9433.48 13 12 PCC V1 11245.48 9490.41 PI2 V2 11074.50 9472.69 END 10203.85 9016.99 Lc3 R3 V2 LINE AZIMUTH DISTANCE 0-PI1 PI1-V1 V1-V2 PT2 V2-PI3 PI3-PI4 PI4-END PC3 R4 CURVE LC 1+140 PI3 1stCurve 2nd Curve 14 Lc4 3rd Curve 4th Curve 5th Curve PRC STATIONING 15 PC PT Lc5 PC2 P14 PCC R5 PT2 PC3 PRC PT3 PT3 END END OF ROAD ---- ----
On the drawing below, the virtual condition of the 4 holes is? O .450 .375 O.395 O .020 D O .430 Ø3.000 .020 0 10 45° 4X Ø.395-.430 Ø.500-.510 Ø.020MABMCM +0.010M ADM Ø2.000 .375-.395 4.000MABM C A 0.005MA B
Refer to the beam shown, 75 60 kN/m kN/m 2m 4m 3m 90 kN.m A В D For the beam shown, which of the following gives the value of the deviation of point C relative to the tangent line drawn at A? Select the correct response: 7529.11 kN.m/EI 12835.47 kN.m3/EI -20440.00 kN.m³/EI 5792.52 kN.m3/EI
240N/m Replace all force -couple system by single force act at A. MAZ-848.5287.0 R-255.415 525N.m 2 4175N 600N +1m 45 14 1 m
The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Situation 1 Determine EI8 at point Band end of the overhang. Round off your final answer in2 decimal places. W1 W2 A LB X1 X2 X3 Given: X1 7m X2 6m X3 5m W1 34kN/m W2 30kN/m a.) Είδ b.) EIS at the end of the overhang
A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. Distance Stadia Distance Stadia Intercept Intercept 30 0.297 150 1.482 60 0.591 180 1.776 90 0.885 210 2.073 120 1.188 240 2.367
h er 6. Calculate the height difference of level surveying and the elevation of point B in Tab. 2-6. Station number Surveying point HA I II a IN BM. A TP₁ TP₁ TP₂ TP₁ TP, TP₁ B TP MSL Σa-2b= II Back rod reading (mm) 1780 1651 1167 b₂ 1726 Level surveying record Front rod reading (mm) TP₂ E 1200 1050 1789 1448 TP, & (height difference) (m) + da TP Tab. 2-6 H(m) 20,000
Q3) From the figure below Compute :- 1)Elevation of point B 2)Elevation of point C 3)Height of the tower Ym 1.6m to atte ВО A elev-90m 120 120m Tower 20³.
5:18 M LAZ Zoom Leave V ERIALS/1ST%20sem/CE%20PC%20313/Structural%20Analysis%20by%20Aslam%20.. Sign in ... TU IL TO IL El = constant E = 29,000 ksi I = 4,000 in.4 FIG. P6.16, P6.42 64 k t point A C В 9 ft 9 ft- -18 ft El = constant E = 29,000 ksi I = 500 in.4 FIG. P6.17, P6.43 6.18 through 6.22 Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not execed the limit of 1/360 of the span length (i.e., Amax < L/360). Use the moment-area method. C 60 kN 300 kN - m A B. .1 Unmute Start Video Share Participants More II
3456 7 8910 200 b00 Find Po FiL assume i 8/
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: AB= 202.74, BC = 285.87, CD= 499.37, DE = 321.33, and EA = 382.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB= 138° 16'27", BC = 67°02′46", CD= 354°22'24", DE = 256° 13'01", EA = 185°29/20". Compute the departures of the sides. Express your answers in feet to five significant figures and separated by commas. AB, BC, CD, DE, EA = Part B ||| ΑΣΦ ΑΣΦ AB, BC, CD, DE, EA = vec Compute the latitudes of the sides. Express your answers in feet to five significant figures and separated by commas. [ΠΙ —| ΑΣΦ | w vec ? ? ft, ft, ft, ft, ft ft, ft, ft, ft, ft