A line of levels was run from BM15 to BM16 covering a distance of 3.5 km. BS and FS distances every set-up averages 50 m each. If at every turning point, the rod settles by 0.03 m, compute the correct elevation of BM16 if its computed elevation is 123.456 m. What is total no. of set-ups? Select the correct response:

A line of levels was run from BM15 to BM16 covering a distance of 3.5 km. BS and FS distances every set-up averages 50 m each. If at every turning point, the rod settles by 0.03 m, compute the correct elevation of BM16 if its computed elevation is 123.456 m. What is total no. of set-ups? Select the correct response:

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

(b)- The following consecutive readings were taken with a level on continuously sloping ground at a common interval of 20 m. The last station has an elevation of 155.272 m. Rule out a page of level book and enter the readings. Calculate (i) the reduced levels of the points by rise and fall method, and (ii) the gradient of the line joining the first and last points. 0.420, 1.115, 2.265, 2.900, 3.615, 0.535, 1.470, 2.815, 3.505, 4.445, 0.605, 1.925, 2.885.
Complete the differential level notes shown below, and determine the difference in elevation of TP2 and BM11 STA BM 10 2.085 ТР1 BS (m) HI (m) FS (m) | ELEVATION (m) 137.450 2.015 0.982 1.428 1.864 BM11 0.423 TP2 2.423 а. 1.441 m b. 2.0 m c. 0.559 m d. 1.005 m е. 0.995
Q2 In leveling works along a longitudinal section, the natural land levels that were taken at 30 m distances were as follows: 15.27m, 14.98m, 15.02m, 14.84m, 14.75m, 15.30m, 15.00m then, if the longitudinal section of the proposed road begins with the level of its first point with a value less than 6.3 than the level of the natural ground at the last point and ends at the last point of the road with a level greater than the level of the natural ground at the first point by 0.16 so that the slope is uniform at each of its points. Calculate the amount of cutting and burial.
From the rectangular area shown a semi-circle of radius 4 cm is removed. Locate the centroid, (C), of the remaining area.
Please do 5 minutes
Could you help with this question. it was responded incorrectly.
Please do it handwritten
Drainage structure A has an 18" RCP invert at elevation 108.00' at station 18+00 and a uniform slope of -0.5%. What is the invert at drainage structure B at station 20+00? Type your answer 107.00 If the right answer buut dan't how to Kinov
A rectangular channel has a width of 3.6m with a roughness coefficient of 0.013 Compute the critical slope Choices: 0.83 0.083 0.00308 0.38 NOTE: In the given question that is all that is given there is no discharge given please help this is the only information that is given i this question
Show complete solution for full credit.
I'S The following readings were taken with a level on a 5m staff in a levelling operation from points 1 to 12, (2.08, 1.625, 3.2, (1.67 and 2.74) CP, 218, (0.825 and 1.12) CP, 2.95, (1.35 and 2.55) CP, 4.05, (1.75 and 3.35) CP, 2.78, 3.27). Points 1 and 12 are a bench marks having elevations (210 m and 212.55m respectively. 1- Find elevation of all points by rise and fall method and apply appropriate check. 2-Determine the loop closure and adjust the calculated value of the elevations.
2 - please provide correct answers