From the given data of a differential leveling as shown in the tabulation:STA.B.S.F.S.ELEV.5.87392.257.036.293.486.2547.257.0810.195.579.294.4574.94Find the difference in elevation between first station and the last station, and the height of theinstrument at the 4th station. Show your solution on a separate table and box your final answers.1.

Answered: Image /qna-images/answer/bf9c4059-15a5-4948-b307-d05e05773883.jpg

Answered: From the given data of a differential…

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

From the following differential leveling notes, compute the difference in elevation between stations 5 and 6. a. 2.62 b. 1.61 c. 3.51 d. 1.87
A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen points B and C, with a stadia intercept reading of 1.75 m, the distance BC is equal to 185.87m. Using the same instrument, it was used to determine the difference in elevation between B and D having a stadia intercept reading of 2.42 m at D at a vertical angle of (+) 6-30-00. Compute the difference in elevation of B and D. a.26.91 b. 28.90 c. 22.78 d. 23.78
Reciprocal leveling between points A and B, located on opposite banks of a wide river gives 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 true difference in elevation between the two points and the elevation of B
To test its line of sight adjustment, a level is set up near C (elev. 193.436 m) and then near D. Rod readings listed in the order taken are C = 1.315 m, D = 0.848 m, D = 1.296 m, and C = 1.767 m. Compute the elevation of D, and the reading required on C to adjust the instrument.
prove the formula of the combined correction for earths curvature and refraction Hcr = 0.0675 D^2 where: Hcr= combined correction D = horizontal distance
Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meter. 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 elevation of B
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?
A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 2.68 (+S) on BM Hydrant, 5.59 (−S) and 10.83 (+S) on TP1, 6.46 (−S) and 10.61 (+S) on BM 1, 8.91 (−S) and 7.57 (+S) on BM 2, 5.14 (−S) and 9.01 (+S) on TP2, and 3.83 (−S) on BM Rock. Prepare, check, and adjust the notes.
Convert N 25 deg 25 min W to an equivalent azimuth
FIVE DECIMALS PLACES: The constants K and C for a certain instrument were 99.89 and 0 respectively. The ground makes a uniform slope of 9.7% from point A to point B. With the instrument at A and staff at B, readings were taken but due to obstruction in the line of sight, only the reading was recorded to be 1.928. If the vertical angle of the instrument was 6.4 and the height of the instrument above A was 1.64 m, determine the horizontal distance between A and B.
Reciprocal leveling gives the following readings in meters from a setup near A: on A, 1.365; on B, 4.928, 4.924, and 4.926. At the setup near B: on B, 4.251; on A,1.687, 1.688, and 1.688. The elevation of A is 564.872 m. Determine the disclosure and elevation of B.
A Reciprocal leveling is observed across a wide river and the reciprocal level readings were takenbetween points A and B as follows. With instrument set up near A, the rod readings on A are 2.283 mand 2.285 m. The reciprocal level readings on the opposite side of the river at point B are 3.618, 3.619,3.621 and 3.622 m. With the instrument set up near B the rod readings on B are 4.478m and 4.476 m,and the rod readings on the on the opposite side of the river at point A, the rod readings are 3.143,3.140, 3.146 and 3.144.a.Compute the difference in elevation between A and B with the instrument set up near A.b.What is the true difference in elevation between A and B?c.If the elevation A is 300 m, what is the elevation of B?

SEE MORE QUESTIONS

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