:Compute the volume using the prismoidal formula and by average end areas for the following three-level sections of a roadbed having a base of 24 m and the side slopes of 1.5:1. Station L C R C7.8 C5.3 C74 12+00 23.7 0 23.0 C 6.0 C7.5 12+50 0 23.2 C 6.6 C 7.0 13+00 0 23.5 C 6.5 21.8 C 5.8 24.8

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1:Compute the volume using the prismoidal formula and by average end areas for the
following three-level sections of a roadbed having a base of 24 m and the side slopes
of 1.5:1.
Station
L
C
R
C7.8
C 5.3
C74
12+00
23.7
0
23.0
C 6.0
C 7.5
12+50
0
23.2
C 6.6
C 7.0
13+00
0
23.5
C 6.5
21.8
C 5.8
24.8
Transcribed Image Text:Q1:Compute the volume using the prismoidal formula and by average end areas for the following three-level sections of a roadbed having a base of 24 m and the side slopes of 1.5:1. Station L C R C7.8 C 5.3 C74 12+00 23.7 0 23.0 C 6.0 C 7.5 12+50 0 23.2 C 6.6 C 7.0 13+00 0 23.5 C 6.5 21.8 C 5.8 24.8
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