: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
: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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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