8. Reciprocal leveling between points A and B, located on opposite banks of a wide rivergives the following readings in meters. From the first setup near A: on A, 0.993; on B,2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A.1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the truedifference in elevation between the two points and the elevation of B.fat InstrSet upJEV925.28m-2nd Instr-Setup(Unknown Elev)

Answered: Image /qna-images/answer/f559f27f-4ff1-4889-bf60-fcb7c316b3da.jpg

Answered: 8. Reciprocal leveling between points A…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

a) 0.700 The following readings were taken in sequence during a leveling job: Readings (m) 1.250 1.285 1.125 0.810 1.555 -1.400 1.235 0.665 1.905 Remarks BMI R.L. = 101.335 Peg A Peg B 2 Change Point CP2 Change Point CP2 BM2 R.L=103.879 -1.400 Change Point CP1 Change Point CP1 CGS 1905 Inverted staff reading taken to the underside of a bridge Peg C Prepare a standard form of booking for these readings and reduce them using the rise fall method applying all the necessary arithmetic checks and adjust the final Reduced Levels.
When performing a leveling process for the longitudinal section of a road, the following readings were recorded: The first reading was taken on the leveling number (B.M1), whose Tevel is (60 meters), while the rest of the points were taken on the section points (00+0. 0+50 + 00+ 1... . (While working, lift the device after the fourth, seventh, and tenth reading. Arrange the readings in a table, then complete the table and verify the correctness of the calculations. Draw the segmént and establish a slope line inclined by 0.4% - and its level at the beginning of the project is 60 meters. Find the burial depth in each station. " Reading sequence 1 2 3 4 5 6 7 8 9 10 11 12 13 Reading the ruler 1.35 1.72 1.98 2.05 2.17 2.76 2.98 0.67 1.78 2.48 |2.88 3.10 3.39|
Planar Coordinates If the X and Y coordinates of A and the grid azimuth aAR are known and the horizontal distance DAB is determined , we can calculate the departure and latitude of AB , the X and Y coordinates of B as in following DAg x cosa N AB Ay AB x sina 48 AB Xg = x, + Ar Ys = yA + Ay AB AB
G
Refer to the given table of differential leveling, find the value of A find the value of B (m) find the Value of C (m)
A level is set up at a point 140 m from A and 110 m from B; the observed staff readings at A and B are 2.255and 1.575 respectively. The true difference of level between A and B is 0.6691 0.6795 0.6882 0.6800
Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between two points A & B. From a set-up near A on A, 0.954 &0.952m, on B 2.086, 2.087, 2.088 & 2.087 m. At the setup near B: on B, 2.450 and 2.448m, on A, 1.362, 1.363, 1.364 & 1.363m What the Elevation at B if Elev at A is 45.75m?
Example To find difference in elevations between two points P and g situated on the opposite banks of river, reciprocal levelling was done and the following readings were noted. Instrument Station P Staff reading Q Remarks P 1.824 2.748 Q 0.928 1.606 R.L. of P = 120.25 m Find R.L. of Q. Also find the combined correction for curvature, refraction and collimation adjustment. distance between P and Q = 1010 m
I need a quick solution within 15 minutes With my best wishesTon.
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
From the given profile leveling notes: What is the difference in elevation between station 5 and 2? * Profile Leveling Notes Station BS FS IFS Elev BM1 0.95 255.50m 1 3.00 2 2.30 TP1 3.13 0.64 3 2.70 4 2.80 3.10 0.50 7 0.80 TP2 2.16 1.28 8. 0.90 9. 1.20 10 1.70 11 2.80 ТРз 0.82 2.37 TP4 1.35 3.50 12 3.00 BM2 1.24 1.60 m 3.10 m 2.30 m 0.59 m
An engineer surveyor used a 100 m tape to measure the distance ABC. He started at A. He placed the first pin 1.34 m east of B with a tape length of 95 m. Then he placed the second pin 2.65 m (with full tape length) north of line BC. The last pin was placed at C. The total recorded distance was 271 m. What is the corrected total distance of ABC?

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS