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Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m³ as your final answer; in three- decimal places only

Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m³ as your final answer; in three- decimal places only

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m3 as your final answer; in three- decimal places only
Transcribed Image Text:Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m3 as your final answer; in three- decimal places only
Soln:- NGL 660 mm Excavated volume 950mm Gravel Bed 50 mm G0o m3 (a5+ Total volume of CLcavted/ footing H = 950 mm = LxB x H = (0.6 x0.6 xo.95) %3D 0.6 m = 0.342 m3 Ans. K 0.6 m - Please, give upvote ! an
Transcribed Image Text:Soln:- NGL 660 mm Excavated volume 950mm Gravel Bed 50 mm G0o m3 (a5+ Total volume of CLcavted/ footing H = 950 mm = LxB x H = (0.6 x0.6 xo.95) %3D 0.6 m = 0.342 m3 Ans. K 0.6 m - Please, give upvote ! an
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