Q2 In leveling works along a longitudinal section, the natural land levels that weretaken at 30 m distances were as follows:15.27m, 14.98m, 15.02m, 14.84m, 14.75m, 15.30m, 15.00mthen, if the longitudinal section of the proposed road begins with the level of its first point with a valueless than 6.3 than the level of the natural ground at the last point and ends at the last point ofthe road with a level greater than the level of the natural ground at the first point by 0.16 so that theslope is uniform at each of its points. Calculate the amount of cutting and burial.

Uniform slope at all points Points Elevation (m) Distance (m) Level of road (m) Cutting (m)…

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.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.

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.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.

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

Figure 3 shows staff readings obtained from a survey along the centerline of the road.The levelling commenced on TBM1 (23.832 m AOD) to TBM2 (24.082 m AOD) andthe reading were taken at 25 m intervals along the line. Calculate the reduce level ofall the chainage points. Apply the arithmetic checking.
Discuss with relevant examples any three applications of leveling.
Starting from point A of reduced level 200, the levels were taken to another point B. The reduced level of point B was found to be 198.295. In order to check the leveling work flying levels were taken from point B to point A and the following readings were obtained. Find the error of closure on point A.
The following readings were observed with a level: 1.143 (BM), 1.765, 2.566, 3.820 CP; 1.390, 2.262, 0.664, 0.433 CP; 3.722, 2.886, 1.618, 0.616. A series leveling had been down along the center line of the road the distance between each two points (50m).The road must be started with the same ground level at first point and ending with the same ground level at last point with a uniform slope. Calculate the earthworks of all points. (Reduce level of BM =20m).
A differential leveling loop is run from an established CD A to a point 5.1 mi away and back, with a misclosure of 0.029 ft. What order leveling does this satisfy?
- In reciprocal leveling across a deep ravine the following sets of rod readings were taken: Instrument set-up near A : BS on A = 1.719m, FS on B = 2.578m Instrument set-up near B : BS on A = 1.335m, FS on B = 2.176m Point A has a known elevation of 197.428m. Determine the elevation of point B.
A line of levels is run from BM1 to BM2, which is 12 km long. Elevation of BM1 was found out to be 100 m and that of BM2 is 125.382 m. Average backsight and foresight distance were 150 m and 100 m respectively. if the average backsight reading is 3.4 m and every time it is taken, the rod is inclined to the side from vertical by 4°, what should be the corrected elevation of BM2?
A dumpy level with an internal focusing telescope was set up on the left bank of the river and the rod readings tabulated below were taken on a stadia rod held successively at the left and right water edges. If the stadia interval factor is 100, determine the width of the river. Draw the diagram
Provide the plot/graph of the profile (rise and fall method of leveling).
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
The following consecutive reading were taken with a level and 4m leveling staff ground at common interval of 30m as 0.725 on A,0.935,2.845,3.745,3.935,0.965,1.135,1.785,2.625,3.845,0.965,1.575 and 2.015 on B. The elevation of point A is 220.50m. Makeup level book page, apply usual check and calculate the reduced levels of points. Also calculate the gradient of line AB.
The following consecutive readings were taken with a level and a4-metre levelling staff on a continuously sloping ground at commonintervals of 30 m:0.855(on A), 1.545m, 2.335, 3.115, 3.825, 0.455, 1.380, 2.055, 2.855, 3.455, 0.585,1.015, 1.850, 2.755, 3.845 (on B).The RL of A was 380.500.Make entries in a level book and apply the usual checks. Determine the gradient ofAB