Compute the volume using the prismoidal formula and by ons of a roadbed have a base of 10 m and side slopes of 2:1. C1.5 C1.5 C1.5 12+10 18.4 0. 18.4 C1.9 C1.1 C1.7 12+40

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3: Compute the volume using the prismoidal formula and by average end areas for the following
sections of a roadbed have a base of 10 m and side slopes of 2:1.
C1.5
C1.5
C1.5
12+10
18.4
0.
18.4
AI+YAM A X
C1.9
C1.1
C1.7
12+40
18.2
18.4
C2.4
C1.7
C1.5
C2
C2.3
12+70
18.5
3
7.3
19
Transcribed Image Text:Q3: Compute the volume using the prismoidal formula and by average end areas for the following sections of a roadbed have a base of 10 m and side slopes of 2:1. C1.5 C1.5 C1.5 12+10 18.4 0. 18.4 AI+YAM A X C1.9 C1.1 C1.7 12+40 18.2 18.4 C2.4 C1.7 C1.5 C2 C2.3 12+70 18.5 3 7.3 19
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