Given the following data: Slump Requirement = 4" ements Max. Aggregate Size = 1.0" nts Water/cement Ratio = 0.55 Mass of Cement = 350.91 kg/m³ Mass of the Coarse Aggregates = 1072 kg/m³ Total Mass of the Concrete = 2375 kg/m³ Compute for the mass of Fine Aggregates.
Given the following data: Slump Requirement = 4" ements Max. Aggregate Size = 1.0" nts Water/cement Ratio = 0.55 Mass of Cement = 350.91 kg/m³ Mass of the Coarse Aggregates = 1072 kg/m³ Total Mass of the Concrete = 2375 kg/m³ Compute for the mass of Fine Aggregates.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the following data:
Slump Requirement = 4"
ements
Max. Aggregate Size = 1.0"
nts
Water/cement Ratio = 0.55
Mass of Cement = 350.91 kg/m³ Mass of the Coarse Aggregates = 1072 kg/m³
Total Mass of the Concrete = 2375 kg/m³
Compute for the mass of Fine Aggregates.
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