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Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a) Draw a longitudinal section along the centre line at a horizontal scale of 1:1000 and a vertical scale of 1:100. (b) Determine from the section the depth of cutting or height of fill required at each chainage point to form a new roadway. (c) Check the answers by calculation.

Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a) Draw a longitudinal section along the centre line at a horizontal scale of 1:1000 and a vertical scale of 1:100. (b) Determine from the section the depth of cutting or height of fill required at each chainage point to form a new roadway. (c) Check the answers by calculation.

Structural Analysis
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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2 The following reduced levels were obtained along the centre line of a prop sed road between two points A and B. Chainage (m) Reduced Chainage (m) Reduced level (m) level (m) A 0 83.50 50 82.45 10 83.84 60 82.20 20 84.06 70 82.41 30 83.66 80 82.70 40 83.30 B 90 83.05 Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a) Draw a longitudinal section along the centre line at a horizontal scale of 1:1000 and a vertical scale of 1:100. (b) Determine from the section the depth of cutting or height of fill required at each chainage point to form a new roadway. (c) Check the answers by calculation.
Transcribed Image Text:2 The following reduced levels were obtained along the centre line of a prop sed road between two points A and B. Chainage (m) Reduced Chainage (m) Reduced level (m) level (m) A 0 83.50 50 82.45 10 83.84 60 82.20 20 84.06 70 82.41 30 83.66 80 82.70 40 83.30 B 90 83.05 Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a) Draw a longitudinal section along the centre line at a horizontal scale of 1:1000 and a vertical scale of 1:100. (b) Determine from the section the depth of cutting or height of fill required at each chainage point to form a new roadway. (c) Check the answers by calculation.
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