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 18.4 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
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 18.4 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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
18.4
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
0.
7.3
19
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