1. Design a non-air-entrained concrete mix using, ACI Method for a reinforced Concrete Work for the following data: • Required Characteristic Compressive Strength= 28 Mpa at 28 days • Type of Cement Used= Ordinary Portland Cement • Desired Slump= 50 mm • Maximum Size of Aggregate= 70 mm • Type of Aggregate= Uncrushed • Bulk density = 176 kg/m3 • SSD Specific Gravity; coarse aggregate = 2.68& fine aggregate = 2.64 Fineness modulus of agg= 2.8
1. Design a non-air-entrained concrete mix using, ACI Method for a reinforced Concrete Work for the following data: • Required Characteristic Compressive Strength= 28 Mpa at 28 days • Type of Cement Used= Ordinary Portland Cement • Desired Slump= 50 mm • Maximum Size of Aggregate= 70 mm • Type of Aggregate= Uncrushed • Bulk density = 176 kg/m3 • SSD Specific Gravity; coarse aggregate = 2.68& fine aggregate = 2.64 Fineness modulus of agg= 2.8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello, I need help with this concrete mic design question using ACI?

Transcribed Image Text:1. Design a non-air-entrained concrete mix using, ACI Method for a reinforced Concrete
Work for the following data:
• Required Characteristic Compressive Strength= 28 Mpa at 28 days
• Type of Cement Used= Ordinary Portland Cement
• Desired Slump= 50 mm
• Maximum Size of Aggregate= 70 mm
Type of Aggregate= Uncrushed
• Bulk density = 176 kg/m3
• SSD Specific Gravity; coarse aggregate = 2.68 & fine aggregate =2.64
• Fineness modulus of agg= 2.8
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