A series levelling had been down alongthe centre line of the proposed road thedistance between each two points(100m). If the elevation of the points A, Eand H after completing the projectshould be 31m, 30m, and 31.5mrespectively and these three pointsconnected with straight lines havinguniform gradient. Calculate the depth of* .cut and fill for the points C and GSt. No.BSISFSRemarkA1.25B2.18C1.781.93D1.911.27E1.86B.M=30.09F1.61G1.43H2.7-1.96m, -0.88m-1.63m, -1.45m0.54m, -1.37m-0.97m, -0.48m-1.73m, -1.92m-0.57m, 0.48m

Leveling is defined as the process of calculating the reduced level of a point either on earth or…

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

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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. * St. No. BS IS FS Remark A 1.25 2.18 C 1.78 1.93 D 1.91 1.27 E 1.86 В.М-30.09 1.61 1.43 2.7
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. St. No. BS IS FS Remark A 1.25 2.18 1.78 1.93 D 1.91 1.27 E 1.86 В.М-30.09 F 1.61 G 1.43 H 2.7
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St. No. A B al 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 -0.57m, 0.48m -1.63m, -1.45m 0.54m, -1.37m -1.96m, -0.88m -1.73m, -1.92m -0.97m, -0.48m
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