Calculate the quantities of cement, water, and fine aggregate and coarse aggregate per trial mix of 0.07 m3 for the following specifications. • Characteristic compressive strength = 50 MPa at 28 days; S=5 MPa • Cement Type I; Slump required = 30-60 mm; %D • Max. Aggregate size 10 mm; • Coarse aggregate CRUSHED (10 mm), •Fine aggregate CRUSHED (85% pass 600 microns) • Maximum allowable free - water/cement ratio 0.50; • Maximum allowable cement content = 550 kg/m3
Calculate the quantities of cement, water, and fine aggregate and coarse aggregate per trial mix of 0.07 m3 for the following specifications. • Characteristic compressive strength = 50 MPa at 28 days; S=5 MPa • Cement Type I; Slump required = 30-60 mm; %D • Max. Aggregate size 10 mm; • Coarse aggregate CRUSHED (10 mm), •Fine aggregate CRUSHED (85% pass 600 microns) • Maximum allowable free - water/cement ratio 0.50; • Maximum allowable cement content = 550 kg/m3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Calculate the quantities of cement, water, and fine aggregate and coarse aggregate per trial mix of
0.07 m3 for the following specifications.
• Characteristic compressive strength = 50 MPa at 28 days; S=5 MPa
• Cement Type I;
Slump required = 30-60 mm;
• Max. Aggregate size = 10 mm;
• Coarse aggregate CRUSHED (10 mm),
•Fine aggregate CRUSHED (85% pass 600 microns)
• Maximum allowable free - water/cement ratio 0.50;
• Maximum allowable cement content = 550 kg/m3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa010d718-08ff-4ac6-ba3b-8712ee7b91a3%2F0e36fbbc-4a7f-40ad-9083-090204970a6c%2F3jcch6b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Calculate the quantities of cement, water, and fine aggregate and coarse aggregate per trial mix of
0.07 m3 for the following specifications.
• Characteristic compressive strength = 50 MPa at 28 days; S=5 MPa
• Cement Type I;
Slump required = 30-60 mm;
• Max. Aggregate size = 10 mm;
• Coarse aggregate CRUSHED (10 mm),
•Fine aggregate CRUSHED (85% pass 600 microns)
• Maximum allowable free - water/cement ratio 0.50;
• Maximum allowable cement content = 550 kg/m3
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