Given the following data: Slump Requirement = 4" %3D Max. Aggregate Size = 1.0" Water/cement Ratio = 0.55 %3D Mass of Cement = 350.91 kg/m3 %3D Mass of the Coarse Aggregates = 1072 kg/m3 %3D Total Mass of the Concrete = 2375 kg/m3 %3D Compute for the mass of Fine Aggregates. o 756.635 kg/m3 759.09 kg/m3 o 739.09 kg/m3 O 776.635 kg/m3
Given the following data: Slump Requirement = 4" %3D Max. Aggregate Size = 1.0" Water/cement Ratio = 0.55 %3D Mass of Cement = 350.91 kg/m3 %3D Mass of the Coarse Aggregates = 1072 kg/m3 %3D Total Mass of the Concrete = 2375 kg/m3 %3D Compute for the mass of Fine Aggregates. o 756.635 kg/m3 759.09 kg/m3 o 739.09 kg/m3 O 776.635 kg/m3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Given the following data:
Slump Requirement = 4"
%3D
Max. Aggregate Size = 1.0"
Water/cement Ratio = 0.55
%3D
Mass of Cement = 350.91 kg/m3
Mass of the Coarse Aggregates = 1072 kg/m3
%3D
Total Mass of the Concrete = 2375 kg/m3
%3D
Compute for the mass of Fine Aggregates.
o 756.635 kg/m3
759.09 kg/m3
o 739.09 kg/m3
O 776.635 kg/m3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4287abb4-ddd0-4480-aa30-d11bc24eabb7%2Fd9972b1a-65b0-47b8-8070-b9fe796890e3%2F30dbr8b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Given the following data:
Slump Requirement = 4"
%3D
Max. Aggregate Size = 1.0"
Water/cement Ratio = 0.55
%3D
Mass of Cement = 350.91 kg/m3
Mass of the Coarse Aggregates = 1072 kg/m3
%3D
Total Mass of the Concrete = 2375 kg/m3
%3D
Compute for the mass of Fine Aggregates.
o 756.635 kg/m3
759.09 kg/m3
o 739.09 kg/m3
O 776.635 kg/m3
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