2-Soil-Water Plant Relations.pat (SECURED) - Adobe ReaderFile Edit View Window HelpOpen1241180% E3Tools F& SignCommentEsport POFDlet PDF• Combine POFSend FilesAdbe SendSend and tacrgeei onteExample 6=( Chapters:problem No12 in Hanson)Send FA sharp-edged cytinder 150mm in diameter is carefullyCreate Lidriven intu the sail so that nealigible compaction occutsA 200 mm• Store Filencolumnof sod is secuted- Tle wet weinht is 5525 9 and the dryweight is 4950 mm.dry weight basis?b) What is the apparent spocific gravityof the soil?a what is the percent moisture-on ac)what is Hhe percant moisture on a Valume laasis?

w = weight of water weight of dry soil×100 =Weight of wet soil - weight of dry soilWeight of dry…

Example 6=( Chapter3:problem No.12 in Hanrson) A sharp-edged-cyhinder 150.mm.in diameter is carefully driven intu the sail so that nealigible compaction occuts-A 2.0mm column-f sol is Secuted- Tle wet weinhd is 5525 g and the dry weight is 4950 mm. dry weight basis? b) what is the apparent specific gravityof the soil? a) what is the percent moisture on a c)What is Hhe percant moisture on a volume laasis?

Example 6=( Chapter3:problem No.12 in Hanrson) A sharp-edged-cyhinder 150.mm.in diameter is carefully driven intu the sail so that nealigible compaction occuts-A 2.0mm column-f sol is Secuted- Tle wet weinhd is 5525 g and the dry weight is 4950 mm. dry weight basis? b) what is the apparent specific gravityof the soil? a) what is the percent moisture on a c)What is Hhe percant moisture on a volume laasis?

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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