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Engineering
Civil Engineering
icentage sSigi. est No. 1 2 3. an No./ID lass of can (g) lass of can + moist soil (g) lass of can + dry soil (g) oisture content umber of blows A В C 15.26 17.01 15.17 29.30 31.58 31.45 25.84 27.72 26.96 35 23 17

icentage sSigi. est No. 1 2 3. an No./ID lass of can (g) lass of can + moist soil (g) lass of can + dry soil (g) oisture content umber of blows A В C 15.26 17.01 15.17 29.30 31.58 31.45 25.84 27.72 26.96 35 23 17

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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What is the moisture contect for 2

What is the moisture content for test 1? Round off your answer to two decimal places. No need to indicate the percentage sign. Test No. 1 2 3 Can No./ID Mass of can (g) A В 15.26 17.01 15.17 Mass of can + moist soil (g) 29.30 31.58 31.45 Mass of can + dry soil (g) 25.84 27.72 26.96 moisture content number of blows 35 23 17
Transcribed Image Text:What is the moisture content for test 1? Round off your answer to two decimal places. No need to indicate the percentage sign. Test No. 1 2 3 Can No./ID Mass of can (g) A В 15.26 17.01 15.17 Mass of can + moist soil (g) 29.30 31.58 31.45 Mass of can + dry soil (g) 25.84 27.72 26.96 moisture content number of blows 35 23 17
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