Answered: III. Differential Leveling 1. Complete…

III. Differential Leveling 1. Complete the table below. STATION BM1 TP1 TP2 TP3 TP4 TP5 BM2 BS 2.11 2.12 2.14 2.16 2.33 2.20 HI FS 1.27 1.28 2.29 2.30 2.31 2.32 ELEVATION 230.30 229.58

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: 440 (kN) .09 2m 220 (kN/m) 4m hinge w

A: A beam is given, we need to analyse the beam i.e. finding reactions, axial force diagram, shear…

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

A: Objective: To complete the given leveling observation table and perform the checks. Given:…

Q: Please resolve this problem. The final answers should be: +0.0179mm. and -0.00855mm

Q: Situation 1 Determine Els at point B and end of the overhang. Round off your final answer in 2…

Q: ➤ The following observations were recorded when carrying stadia level between two temporary bench…

A: First, we need to understand the problem and the data given. We are given the back sight, fore…

Q: An engineer's transit is setup at point B which has an elevation of 145.65m above MSL. Point B is…

Q: STA. B.S. F.S. ELEV. 7.994 388.84 2 9.154 6.443 5.604 6.403 4 9.374 7.233 12.314 5.723 6 11.414…

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: Given the three-wire leveling note below, find the elevation of BM2 and perform the customary…

A: Given: The data for the three-wire levelling is given as: To Determine: The elevation of BM2 and…

Q: Reduce the set of differential leveling notes in Table 2-11, and perform the arithmetic check.…

Q: Q5/ A differential leveling are began at B.M1 to B.M2 [in 4th degree leveling process], determine…

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: The following readings were taken in sequence during a leveling job: Remarks BM1 R.L. 101.335 Peg A…

A: To prepare standard form of booking these readings and reducing using rise and fall method.

Q: 1000KN 4m B. 2m G.S. 2m 2m x 4m 4m SAND Clay eo = 0.8 LL = 60% 6m

Q: The table below is the page of a level field book. Calculate the reduced levels of points C, F and H…

A: To Determine Reduced level ( R.L ) of points C,F,H

Q: 3.44 Solve for CD, HD, and HG. A 60° B 10⁰ I C 10¹ 41. H 2K 10' 6 E 4K ANERKENA 10¹ F

A: Given Data Find the forces in member CD, HD and HG.

Q: Complete the differential level notes shown below to determine the elevation in BM3 and perform the…

Q: Q-2-: In the following table: a. Check all calculations. b. What order of levelling does this…

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: 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: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

A: Given:- Pipe diameter = 0.450 m Kinematic Viscosity of crude oil = 0.0000232 m2/s Dynamic Viscosity…

Q: y 5 kips/ft 6 ft FIGURE P7.45 9 kips/ft 2.5 m FIGURE P7.46 B 25 kN/m B 10 ft 4.0 m 11 ft 70 kN/mm C…

Q: A.) Determine the difference in elevation between TP1 and TP3

A: Profile leveling is used to determine the elevation of various locations along a line at a uniform…

Q: STA BM-100 0+10 0+12 0+ 16 4 0+22 TP1 0+34.2 0+34.3 +42 5 TP2 0+45 1+ 48 6 BS HI FS IFS ELEV 328.70…

A: When the height of a point is its vertical distance up or down the surface of a reference plane it…

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: 1. Solve for the elevation at BM2 Station BS FS Elevation BM1 5.87 392.25m TP1 7.03 6.29 TP2 3.48…

A: Calculate elevation of BM2?

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

Q: DIFFERENTIAL LEVELING Problem: Complete the differential level notes shown in the table below. STA…

A: Complete the differential level notes

Q: Correction per chain length of 100 links a slope having a rise of 1 unit in h horizontal units is…

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

Q: 1.find interval normal

Q: Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the…

A: To find out the elevation at each point in the table.

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: Q2) Reproduced below is the page of a level book. Fill in the data. Apply usual checks. Stn. B.S I.S…

A: BenchMark : A benchmark is a reference point that helps one to calculate something. A "bench mark"…

Q: GIVEN: G1 = 3 % ELEV V = 71.50 L = 800 m G2 = - 2% STA V = 10 + 00 Determine elevations at…

A: Grade of backward tangent, g1 =3%Grade of forward tangent, g2 =-2%The Length of vertical parabolic…

Q: 1. Determine the elevation at each station. STATION BS HI FS BM1 1.285 TP1 2.314 2.345 TP2 1.562…

A: Given data:

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

Q: a) In the process of taking a rod reading, one can eliminate parallax mathematically. Parallax is…

A: (a) False The parallax can be eliminated by two steps, they are Focusing the eyepiece, and Focusing…

Q: В.М I.S F.S H.I ELeve.(m) Rem 1.34 1.33 0.95 1.139 1.319 1.48 1.33 1.37

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: Q3: A traverse line is 152.4m long. If the tape used in the field is (100 ft) when standardized at…

Q: Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00…

Q: Solve for this prob. Formula: H.I. = Elevation of given B.M. + B.S. Elevation of T.P. = H.I. – F.S.…

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

100%

III.
Differential Leveling
1. Complete the table below.
STATION
BM1
TP1
TP2
TP3
TP4
TP5
BM2
BS
2.11
2.12
2.14
2.16
2.33
2.20
HI
FS
1.27
1.28
2.29
2.30
2.31
2.32
ELEVATION
230.30
229.58

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

hi i need this asap, thank you
What is the difference in elevation between station 5 and 2?
PROBLEM SOLVING Analyze this problem and complete the level note with customary arithmetic check. 8.89 3.46 7.75 1.83 BM No. 4 10.34 1.37 9-7 (H)2.64 TP, 2.178.57 (H) 8.56 [11.14 TP, 1-89 CH) BM No. 3 elevation 441.72 ft
The table below is the page of a level field book. Calculate the reduced levels of points C, F and H if the height of instrument (H.I) for the first and second position of the level= 33.1 and 33.5 respectively. Note: the readings inside the brackets (.....) represent inverted .staff reading St. No. A B с le D E F G H I BS (3.4) ? IS (2.7) 0.9 (1.56) (1.9) 2.6 (0.8) FS 0.7 (2.9) C-35.8, F-32.4, H=36.4 C-36.8, F=32.4, H=36.4 C-34.6, F=30.9, H=36.4 C=36.5, F=34.6, H=36.4 C-32.2, F-35.4, H=34.3
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.
Q2/ Complete the settlement table below and verify the correctness of the calculations. Then check the correctness of the work, bearing in mind that the length of the leveling line is 2,250 meters, bearing in mind that the required level of leveling is the third. Find the closing error and adjust the levels if necessary, suppose that the error equal for all points. Elevation Station B.M1 TP1 TP2 TP3 TP4 TP5 TP6 BM1 B.S 1.23 0.955 1.332 1.652 2.558 2.465 2.882 H.I F.S 1.735 2,642 3.000 2.524 2.221 0.755 0.218 50,000
B1
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
Q3: Find the elevation of all point if the elevation of Last point is 30 m and check the results. (25 %) Station B.S F.S elevation В.М 1.245 T.P, 3.254 2.523 T.P2 2.522 1.421 T.P3 1.242 0.263 3.486 30
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?