St. No. A B C D E F G H A series levelling had been down along the centre line of the proposed road the distance between each two points (100m). If the elevation of the points A, E and H after completing the project should be 31m, 30m, and 31.5m respectively and these three points connected with straight lines having uniform gradient. Calculate the depth of .cut and fill for the points C and G BS 1.25 1.78 1.91 IS 2.18 1.86 1.61 1.43 FS 1.93 1.27 2.7 Remark B.M=30.09

St. No. A B C D E F G H A series levelling had been down along the centre line of the proposed road the distance between each two points (100m). If the elevation of the points A, E and H after completing the project should be 31m, 30m, and 31.5m respectively and these three points connected with straight lines having uniform gradient. Calculate the depth of .cut and fill for the points C and G BS 1.25 1.78 1.91 IS 2.18 1.86 1.61 1.43 FS 1.93 1.27 2.7 Remark B.M=30.09

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 trapezoidal irrigation canal with side slope of 1.5 H to V is proposed to be lined with bricks to reduce seepage losses. It is required too carry a discharge of 20m ^ 2 / s of water. Find the wetted perimeter for minimum amount of lining and required bed slope. The value of Manning's Nis given as 0.015 and it is stipulated that average velocity cannot exceed 1 m/s.
A rectangular concrete canal is to carry 0.142cms.The bottom width is twice the depth. What should be the dimensions of the streamm cross-section if the slope is to be 0.001?n =0.013
A dumpy kevel is set up and leveled approximately halfway between two points, C and D. The elevation of point C is 135.00 m above mean sea level and the reading on a rod held at this point is 1.52 m. If the reading on the road held at point D is 2.74 m, determine the difference in elevation between the two points. Also, determine the elevation of point D.
From station (A) 5 + 120 with center height of 1.8 m in fill, the ground lines makes a uniform slope of 5% to station(B) 5 + 220 whose center height is 4.25 m in cut . Find the distance where the excavation be extended from station (B) 5 + 220.
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.
Find slope require to sustain flow.,
A rectangular concrete canal is to carry 0.182cms.The bottomwidth is trice the depth. What should be the dimensions of the stream cross-section if the slope is to be 0.001?n =0.014
A slightly rough bring-lined trapezoidal channel (n=0.017) carrying a discharge of Q = 25m3/sec is to have a longitunal slope of So=0.0004. Analyze the proportions of the most economical trapezoidal channel section: The depth (d) and width (w) of the channel are: a. 2.05m, 3.25m b. 3.05m, 3.52m c. 1.52m, 2.35m d. 1.53m, 2.53m
How deep will water flow in a 90° V-shaped flume, n = 0.013, laid on a grade of 0.00040 if it is to carry 2.55 m /s? a. 0.921 b. 0.534 c. 1.57 d. 2.05
Find the valu of 'X' if the width of the roadway is 6m for cut and 4.8m for fill. Side slope is 1:1.
5. Determine the slope of a channel if it has a bottom width of 20 ft, side slope of 2:1, water depth of 3.36 ft, discharge of 400 cfs and n = 0.025.
From station 0+200 with center height of 1.40m in fill, the ground line makes a uniform slope of 5% to station 0+260 whose center height is 2.8m in cut. Assuming both are level sections with roadway of 10m and side slope of 2:1 for both cut and fill, what is the difference in the volume of cut and fill between the two stations?