Q1) A railway embankment, 12 m wide, with side slop 11 2:1 is to be calculated for its volume of earthwork. Assuming the ground to be level in a direction transverse to be centre line, calculate the volume contained in a 180 m length the centre heights at 30 m intervals being in meters as 0.6, 1.2, 1.8, 1.5, 1.2, 0.9, 0.6 using (a) Prismoidal Rule, (b) Trapzoidal Rule or End area method, (c) comment on the obtained results and (d) compute the volume up to 150 m chainage.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1) A railway embankment, 12 m wide, with side slop 11 2:1 is to be calculated for its
volume of earthwork. Assuming the ground to be level in a direction transverse to be
centre line, calculate the volume contained in a 180 m length the centre heights at 30 m
intervals being in meters as 0.6, 1.2, 1.8, 1.5, 1.2, 0.9, 0.6 using (a) Prismoidal Rule, (b)
Trapzoidal Rule or End area method, (c) comment on the obtained results and (d)
compute the volume up to 150 m chainage.
Transcribed Image Text:Q1) A railway embankment, 12 m wide, with side slop 11 2:1 is to be calculated for its volume of earthwork. Assuming the ground to be level in a direction transverse to be centre line, calculate the volume contained in a 180 m length the centre heights at 30 m intervals being in meters as 0.6, 1.2, 1.8, 1.5, 1.2, 0.9, 0.6 using (a) Prismoidal Rule, (b) Trapzoidal Rule or End area method, (c) comment on the obtained results and (d) compute the volume up to 150 m chainage.
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